{"id":28058,"date":"2024-10-17T02:56:09","date_gmt":"2024-10-17T02:56:09","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/ny-residentialcode-10\/"},"modified":"2024-10-24T14:00:58","modified_gmt":"2024-10-24T14:00:58","slug":"ny-residentialcode-10","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/ny\/ny-residentialcode-10\/","title":{"rendered":"NY ResidentialCode 10"},"content":{"rendered":"<p>&nbsp;<span class=\"Apple-style-span\" style=\"font-family: Arial, Helvetica, sans-serif\">A fully integrated custom code based on the 2006 International Residential Code\u00ae (IRC\u00ae). This comprehensive residential code establishes minimum regulations for one- and two-family dwellings and townhomes of three stories or less. <\/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\">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\">Updated information to reflect the latest technological advances in building design and construction<\/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\">Brings together all building, plumbing, mechanical, fuel gas, energy and electrical provisions for one- and two-family residences<\/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 RESIDENTIAL CODE OF NEW YORK STATE  <\/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>ACKNOWLEDGMENTS <br \/> STATE FIRE PREVENTION AND BUILDING CODE COUNCI <br \/> DEPARTMENT OF STATE <br \/> RESIDENTIAL 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>13<b><\/td>\n<td>PART 1\u2014ADMINISTRATION <br \/> CHAPTER 1 ADMINISTRATION <br \/> SECTION R101 TITLE\u201a SCOPE AND PURPOSE <br \/> SECTION R102 APPLICABILITY  <\/td>\n<\/tr>\n<tr>\n<td><b>14<b><\/td>\n<td>SECTION R103 MATERIALS, EQUIPMENT AND METHODS OF CONSTRUCTION <br \/> SECTION R104 SERVICE UTILITIES <br \/> SECTION R105 FACTORY MANUFACTURED HOMES <br \/> SECTION R106 ADMINISTRATION AND ENFORCEMENT  <\/td>\n<\/tr>\n<tr>\n<td><b>15<b><\/td>\n<td>PART II\u2014DEFINITIONS <br \/> CHAPTER 2 DEFINITIONS <br \/> SECTION R201 GENERAL <br \/> SECTION R202 DEFINITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>31<b><\/td>\n<td>PART III\u2014BUILDING PLANNING AND CONSTRUCTION <br \/> CHAPTER 3 BUILDING PLANNING <br \/> SECTION R301 DESIGN CRITERIA <br \/> TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA  <\/td>\n<\/tr>\n<tr>\n<td><b>32<b><\/td>\n<td>TABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (psf)  <\/td>\n<\/tr>\n<tr>\n<td><b>33<b><\/td>\n<td>FIGURE R301.2(1) COMPONENT AND CLADDING PRESSURE ZONES <br \/> TABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2)  <\/td>\n<\/tr>\n<tr>\n<td><b>34<b><\/td>\n<td>FIGURE R301.2(2) SEISMIC DESIGN CATEGORIES-SITE CLASS D  <\/td>\n<\/tr>\n<tr>\n<td><b>35<b><\/td>\n<td>FIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETE  <\/td>\n<\/tr>\n<tr>\n<td><b>36<b><\/td>\n<td>FIGURE R301.2(4) BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL  <\/td>\n<\/tr>\n<tr>\n<td><b>37<b><\/td>\n<td>FIGURE R301.2(5) GROUND SNOW LOADS, Pg, FOR NEW YORK STATE (lb\/ft2)  <\/td>\n<\/tr>\n<tr>\n<td><b>38<b><\/td>\n<td>FIGURE R301.2(6) TERMITE INFESTATION PROBABILITY MAP  <\/td>\n<\/tr>\n<tr>\n<td><b>39<b><\/td>\n<td>TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS <br \/> TABLE R301.2.1.3 EQUIVALENT BASIC WIND SPEEDS  <\/td>\n<\/tr>\n<tr>\n<td><b>40<b><\/td>\n<td>TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION <br \/> TABLE R301.2.2.2.1 WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOADa  <\/td>\n<\/tr>\n<tr>\n<td><b>43<b><\/td>\n<td>TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) <br \/> TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION <br \/> TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS <br \/> SECTION R302 EXTERIOR WALL LOCATION  <\/td>\n<\/tr>\n<tr>\n<td><b>44<b><\/td>\n<td>SECTION R303 LIGHT\u201a VENTILATION AND HEATING <br \/> TABLE R302.1 EXTERIOR WALLS  <\/td>\n<\/tr>\n<tr>\n<td><b>45<b><\/td>\n<td>SECTION R304 MINIMUM ROOM AREAS <br \/> SECTION R305 CEILING HEIGHT  <\/td>\n<\/tr>\n<tr>\n<td><b>46<b><\/td>\n<td>SECTION R306 SANITATION <br \/> SECTION R307 TOILET\u201a BATH AND SHOWER SPACES <br \/> SECTION R308 GLAZING  <\/td>\n<\/tr>\n<tr>\n<td><b>47<b><\/td>\n<td>FIGURE R307.1 MINIMUM FIXTURE CLEARANCES  <\/td>\n<\/tr>\n<tr>\n<td><b>48<b><\/td>\n<td>TABLE R308.3 MINIMUM CATEGORY CLASSIFICATION OF GLAZING  <\/td>\n<\/tr>\n<tr>\n<td><b>49<b><\/td>\n<td>SECTION R309 GARAGES AND CARPORTS <br \/> SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>50<b><\/td>\n<td>SECTION R311 MEANS OF EGRESS  <\/td>\n<\/tr>\n<tr>\n<td><b>52<b><\/td>\n<td>SECTION R312 GUARDS  <\/td>\n<\/tr>\n<tr>\n<td><b>53<b><\/td>\n<td>SECTION R313 SMOKE ALARMS, CARBON MONOXIDE ALARMS AND AUTOMATIC SPRINKLER SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>54<b><\/td>\n<td>SECTION R314 FOAM PLASTIC  <\/td>\n<\/tr>\n<tr>\n<td><b>55<b><\/td>\n<td>SECTION R315 FLAME SPREAD AND SMOKE DENSITY  <\/td>\n<\/tr>\n<tr>\n<td><b>56<b><\/td>\n<td>SECTION R316 INSULATION <br \/> SECTION R317 DWELLING UNIT SEPARATION  <\/td>\n<\/tr>\n<tr>\n<td><b>58<b><\/td>\n<td>SECTION R318 MOISTURE VAPOR RETARDERS <br \/> SECTION R319 PROTECTION AGAINST DECAY  <\/td>\n<\/tr>\n<tr>\n<td><b>59<b><\/td>\n<td>SECTION R320 PROTECTION AGAINST SUBTERRANEAN TERMITES  <\/td>\n<\/tr>\n<tr>\n<td><b>60<b><\/td>\n<td>SECTION R321 SITE ADDRESS <br \/> SECTION R322 ACCESSIBILITY <br \/> SECTION R323 ELEVATORS AND PLATFORM LIFTS <br \/> SECTION R324 FLOOD-RESISTANT CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>65<b><\/td>\n<td>CHAPTER 4 FOUNDATIONS <br \/> SECTION R401 GENERAL <br \/> TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa <br \/> SECTION R402 MATERIALS  <\/td>\n<\/tr>\n<tr>\n<td><b>66<b><\/td>\n<td>TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE <br \/> SECTION R403 FOOTINGS <br \/> TABLE R403.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS (inches)a  <\/td>\n<\/tr>\n<tr>\n<td><b>67<b><\/td>\n<td>FIGURE R403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS  <\/td>\n<\/tr>\n<tr>\n<td><b>68<b><\/td>\n<td>FIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION  <\/td>\n<\/tr>\n<tr>\n<td><b>69<b><\/td>\n<td>FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION  <\/td>\n<\/tr>\n<tr>\n<td><b>70<b><\/td>\n<td>FIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES  <\/td>\n<\/tr>\n<tr>\n<td><b>72<b><\/td>\n<td>TABLE R403.3 MINIMUM INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGSa <br \/> FIGURE R403.3(1) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>73<b><\/td>\n<td>TABLE R403.3(1) AIR FREEZING INDEX (BASE 32\u00ba FAHRENHEIT) RETURN PERIOD OF 100 YEAR (99% PROBABILITY)  <\/td>\n<\/tr>\n<tr>\n<td><b>74<b><\/td>\n<td>FIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE  <\/td>\n<\/tr>\n<tr>\n<td><b>75<b><\/td>\n<td>FIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE <br \/> SECTION R404 FOUNDATION AND RETAINING WALLS  <\/td>\n<\/tr>\n<tr>\n<td><b>76<b><\/td>\n<td>TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLS  <\/td>\n<\/tr>\n<tr>\n<td><b>77<b><\/td>\n<td>TABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d &gt; 5 INCHESa  <\/td>\n<\/tr>\n<tr>\n<td><b>78<b><\/td>\n<td>TABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d &gt; 6.75 INCHESa  <\/td>\n<\/tr>\n<tr>\n<td><b>79<b><\/td>\n<td>TABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d &gt; 8.75 INCHESa  <\/td>\n<\/tr>\n<tr>\n<td><b>80<b><\/td>\n<td>TABLE R404.1.1(5) CONCRETE FOUNDATION WALLS  <\/td>\n<\/tr>\n<tr>\n<td><b>81<b><\/td>\n<td>FIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS  <\/td>\n<\/tr>\n<tr>\n<td><b>83<b><\/td>\n<td>TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure)  <\/td>\n<\/tr>\n<tr>\n<td><b>84<b><\/td>\n<td>TABLE R404.4(1) 5.5-INCH THICK FLAT ICF FOUNDATION WALLS  <\/td>\n<\/tr>\n<tr>\n<td><b>85<b><\/td>\n<td>TABLE R404.4(2) 7.5-INCH-THICK FLAT ICF FOUNDATION WALLS <br \/> SECTION R405 FOUNDATION DRAINAGE  <\/td>\n<\/tr>\n<tr>\n<td><b>86<b><\/td>\n<td>TABLE R404.4(3) 9.5-INCH-THICK FLAT ICF FOUNDATION WALLS <br \/> SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING  <\/td>\n<\/tr>\n<tr>\n<td><b>87<b><\/td>\n<td>TABLE R404.4(4) WAFFLE GRID ICF FOUNDATION WALLS  <\/td>\n<\/tr>\n<tr>\n<td><b>88<b><\/td>\n<td>TABLE R404.4(5) SCREEN-GRID ICF FOUNDATION WALLS  <\/td>\n<\/tr>\n<tr>\n<td><b>89<b><\/td>\n<td>TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM <br \/> SECTION R407 COLUMNS  <\/td>\n<\/tr>\n<tr>\n<td><b>90<b><\/td>\n<td>SECTION R408 UNDER-FLOOR SPACE  <\/td>\n<\/tr>\n<tr>\n<td><b>91<b><\/td>\n<td>CHAPTER 5 FLOORS <br \/> SECTION R501 GENERAL <br \/> SECTION R502 WOOD FLOOR FRAMING  <\/td>\n<\/tr>\n<tr>\n<td><b>92<b><\/td>\n<td>FIGURE R502.2 FLOOR CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>93<b><\/td>\n<td>TABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L\/\u00ce\u201d = 360)a  <\/td>\n<\/tr>\n<tr>\n<td><b>94<b><\/td>\n<td>TABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u00ce\u201d = 360)b  <\/td>\n<\/tr>\n<tr>\n<td><b>95<b><\/td>\n<td>TABLE R502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLYa, b, c, f, g, h (Floor Live Load \u2264 40 psf, Roof Live Load \u2264 20 psf) <br \/> TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONY  <\/td>\n<\/tr>\n<tr>\n<td><b>97<b><\/td>\n<td>TABLE R502.5(1) GIRDER SPANSa AND HEADER 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>98<b><\/td>\n<td>TABLE R502.5(2) GIRDER SPANSa AND HEADER 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) <br \/> SECTION R503 FLOOR SHEATHING  <\/td>\n<\/tr>\n<tr>\n<td><b>99<b><\/td>\n<td>FIGURE R502.8 CUTTING, NOTCHING AND DRILLING  <\/td>\n<\/tr>\n<tr>\n<td><b>100<b><\/td>\n<td>TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING <br \/> TABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENT  <\/td>\n<\/tr>\n<tr>\n<td><b>101<b><\/td>\n<td>TABLE R503.2.1.1(1)\u2014continued ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENT <br \/> TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENT <br \/> SECTION R504 PRESSURE-PRESERVATIVELY-TREATED WOOD FLOORS (ON GROUND) <br \/> SECTION R505 STEEL FLOOR FRAMING  <\/td>\n<\/tr>\n<tr>\n<td><b>102<b><\/td>\n<td>TABLE R505.2.4 SCREW SUBSTITUTION FACTOR  <\/td>\n<\/tr>\n<tr>\n<td><b>103<b><\/td>\n<td>TABLE R505.2(1) COLD-FORMED STEEL JOIST SIZES <br \/> TABLE R505.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS <br \/> FIGURE R505.2(1) C-SECTION <br \/> FIGURE R505.2(2) TRACK SECTION  <\/td>\n<\/tr>\n<tr>\n<td><b>104<b><\/td>\n<td>FIGURE R505.2(3) FLOOR JOIST WEB HOLES <br \/> FIGURE R505.3 STEEL FLOOR CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>105<b><\/td>\n<td>FIGURE R505.3\u2014continued STEEL FLOOR CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>106<b><\/td>\n<td>TABLE R505.3.1(1) FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS <br \/> TABLE R505.3.1(2) FLOOR FASTENING SCHEDULE <br \/> FIGURE R505.3.1(1) FLOOR TO LOAD-BEARING WALL STUD CONNECTION  <\/td>\n<\/tr>\n<tr>\n<td><b>107<b><\/td>\n<td>FIGURE R505.3.1(2) FLOOR TO WOOD SILL CONNECTION <br \/> FIGURE R505.3.1(3) FLOOR TO FOUNDATION CONNECTION  <\/td>\n<\/tr>\n<tr>\n<td><b>108<b><\/td>\n<td>FIGURE R505.3.1(4) FLOOR CANTILEVER TO LOAD-BEARING WALL CONNECTION <br \/> FIGURE R505.3.1(5) FLOOR CANTILEVER TO WOOD SILL CONNECTION  <\/td>\n<\/tr>\n<tr>\n<td><b>109<b><\/td>\n<td>FIGURE R505.3.1(6) FLOOR CANTILEVER TO FOUNDATION CONNECTION <br \/> FIGURE R505.3.1(7) CONTINUOUS JOIST SPAN SUPPORTED ON STUD  <\/td>\n<\/tr>\n<tr>\n<td><b>110<b><\/td>\n<td>FIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON STUD <br \/> TABLE R505.3.2(1) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014SINGLE SPANSa, b 33 ksi STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>111<b><\/td>\n<td>TABLE R505.3.2(2) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014MULTIPLE SPANSa, b 33 ksi STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>112<b><\/td>\n<td>TABLE R505.3.2(3) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014MULTIPLE SPANSa, b 50 ksi STEEL <br \/> FIGURE R505.3.4 BEARING STIFFENER  <\/td>\n<\/tr>\n<tr>\n<td><b>113<b><\/td>\n<td>FIGURE R505.3.6 HOLE PATCH  <\/td>\n<\/tr>\n<tr>\n<td><b>114<b><\/td>\n<td>FIGURE R505.3.8 TRACK SPLICE <br \/> SECTION R506 CONCRETE FLOORS (ON GROUND)  <\/td>\n<\/tr>\n<tr>\n<td><b>115<b><\/td>\n<td>CHAPTER 6 WALL CONSTRUCTION <br \/> SECTION R601 GENERAL <br \/> SECTION R602 WOOD WALL FRAMING  <\/td>\n<\/tr>\n<tr>\n<td><b>116<b><\/td>\n<td>TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS  <\/td>\n<\/tr>\n<tr>\n<td><b>117<b><\/td>\n<td>TABLE R602.3(1)\u2014continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS  <\/td>\n<\/tr>\n<tr>\n<td><b>118<b><\/td>\n<td>TABLE R602.3(2) ALTERNATE ATTACHMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>119<b><\/td>\n<td>TABLE R602.3(3) WOOD STRUCTURAL PANEL WALL SHEATHING <br \/> TABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHINGa <br \/> TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDSa  <\/td>\n<\/tr>\n<tr>\n<td><b>120<b><\/td>\n<td>FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING  <\/td>\n<\/tr>\n<tr>\n<td><b>121<b><\/td>\n<td>FIGURE R602.3(2) FRAMING DETAILS  <\/td>\n<\/tr>\n<tr>\n<td><b>122<b><\/td>\n<td>TABLE R602.3.1 MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 mph OR LESS IN SEISMIC DESIGN CATEGORIES A, B, C and D0, D1 AND D2b, c  <\/td>\n<\/tr>\n<tr>\n<td><b>123<b><\/td>\n<td>TABLE R602.3.1\u2014continued MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 mph OR LESS IN SEISMIC DESIGN CATEGORIES A, B, C, D0, D1 and D2  <\/td>\n<\/tr>\n<tr>\n<td><b>124<b><\/td>\n<td>FIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS  <\/td>\n<\/tr>\n<tr>\n<td><b>125<b><\/td>\n<td>FIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS  <\/td>\n<\/tr>\n<tr>\n<td><b>126<b><\/td>\n<td>FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING <br \/> TABLE R602.7.2 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa  <\/td>\n<\/tr>\n<tr>\n<td><b>127<b><\/td>\n<td>FIGURE R602.7.2 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>128<b><\/td>\n<td>TABLE R602.10.1 WALL BRACING  <\/td>\n<\/tr>\n<tr>\n<td><b>130<b><\/td>\n<td>TABLE R602.10.5 LENGTH REQUIREMENTS FOR BRACED WALL PANELS IN A CONTINUOUSLY SHEATHED WALL <br \/> FIGURE R602.10.5 TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS STRUCTURAL PANEL SHEATHING; SHOWING REQUIRED STUD-TO-STUD NAILING  <\/td>\n<\/tr>\n<tr>\n<td><b>131<b><\/td>\n<td>TABLE R602.10.6 MINIMUM WIDTHS AND TIE-DOWN FORCES OF ALTERNATE BRACED WALL PANELS  <\/td>\n<\/tr>\n<tr>\n<td><b>132<b><\/td>\n<td>FIGURE R602.10.6.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING  <\/td>\n<\/tr>\n<tr>\n<td><b>134<b><\/td>\n<td>FIGURE R602.11.3 STEPPED FOUNDATION CONSTRUCTION <br \/> SECTION R603 STEEL WALL FRAMING  <\/td>\n<\/tr>\n<tr>\n<td><b>135<b><\/td>\n<td>TABLE R603.2(1) LOAD-BEARING COLD-FORMED STEEL STUD SIZES <br \/> TABLE R603.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL STUDS <br \/> TABLE R603.2.4 SCREW SUBSTITUTION FACTOR  <\/td>\n<\/tr>\n<tr>\n<td><b>136<b><\/td>\n<td>FIGURE R603.2(1) C-SECTION <br \/> FIGURE R603.2(2) TRACK SECTION <br \/> FIGURE R603.2(3) WEB HOLES  <\/td>\n<\/tr>\n<tr>\n<td><b>137<b><\/td>\n<td>FIGURE R603.3 STEEL WALL CONSTRUCTION <br \/> TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>138<b><\/td>\n<td>FIGURE R603.3.1(1) WALL TO FOUNDATION CONNECTION <br \/> FIGURE R603.3.1(2) WALL TO WOOD SILL CONNECTION  <\/td>\n<\/tr>\n<tr>\n<td><b>139<b><\/td>\n<td>TABLE R603.3.2(1) WALL FASTENING SCHEDULEa <br \/> TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 ksi STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>140<b><\/td>\n<td>TABLE R603.3.2(3) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 50 ksi STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>141<b><\/td>\n<td>TABLE R603.3.2(4) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 ksi STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>142<b><\/td>\n<td>TABLE R603.3.2(5) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 50 ksi STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>143<b><\/td>\n<td>TABLE R603.3.2(6) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 ksi STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>144<b><\/td>\n<td>TABLE R603.3.2(7) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 50 ksi STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>145<b><\/td>\n<td>TABLE R603.3.2(8) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 ksi STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>146<b><\/td>\n<td>TABLE R603.3.2(9) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 50 ksi STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>147<b><\/td>\n<td>TABLE R603.3.2(10)40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 ksi STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>148<b><\/td>\n<td>TABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 50 ksi STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>149<b><\/td>\n<td>TABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 33 ksi STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>150<b><\/td>\n<td>TABLE R603.3.2(13) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 50 ksi STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>151<b><\/td>\n<td>TABLE R603.3.2(14) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 33 ksi STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>152<b><\/td>\n<td>TABLE R603.3.2(15) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 50 ksi STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>153<b><\/td>\n<td>TABLE R603.3.2(16) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 3 ksi STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>154<b><\/td>\n<td>TABLE R603.3.2(17) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 50 ksi STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>155<b><\/td>\n<td>TABLE R603.3.2(18) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 33 ksi STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>156<b><\/td>\n<td>TABLE R603.3.2(19) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 50 ksi STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>157<b><\/td>\n<td>TABLE R603.3.2(20) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 33 ksi STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>158<b><\/td>\n<td>TABLE R603.3.2(21) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 50 ksi STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>159<b><\/td>\n<td>FIGURE R603.3.5 HOLE PATCH <br \/> FIGURE R603.3.6 TRACK SPLICE  <\/td>\n<\/tr>\n<tr>\n<td><b>160<b><\/td>\n<td>FIGURE R603.4 CORNER FRAMING  <\/td>\n<\/tr>\n<tr>\n<td><b>161<b><\/td>\n<td>TABLE R603.6(1) BOX-BEAM HEADER SPANS Headers supporting roof and ceiling only (33 ksi steel)  <\/td>\n<\/tr>\n<tr>\n<td><b>162<b><\/td>\n<td>TABLE R603.6(2) BOX-BEAM HEADER SPANS Headers supporting roof and ceiling only (33 ksi steel)  <\/td>\n<\/tr>\n<tr>\n<td><b>163<b><\/td>\n<td>TABLE R603.6(3) BOX-BEAM HEADER SPANS Headers supporting one floor, roof and ceiling (33 ksi steel)  <\/td>\n<\/tr>\n<tr>\n<td><b>164<b><\/td>\n<td>TABLE R603.6(4) BOX-BEAM HEADER SPANS Headers supporting one floor, roof and ceiling (33 ksi steel)  <\/td>\n<\/tr>\n<tr>\n<td><b>165<b><\/td>\n<td>TABLE R603.6(5) BACK-TO-BACK HEADER SPANS Headers supporting roof and ceiling only (33 ksi steel)  <\/td>\n<\/tr>\n<tr>\n<td><b>166<b><\/td>\n<td>TABLE R603.6(6) BACK-TO-BACK HEADER SPANS Headers supporting roof and ceiling only (33 ksi steel)  <\/td>\n<\/tr>\n<tr>\n<td><b>167<b><\/td>\n<td>TABLE R603.6(7) BACK-TO-BACK HEADER SPANS Headers supporting one floor, roof and ceiling (33 ksi steel)  <\/td>\n<\/tr>\n<tr>\n<td><b>168<b><\/td>\n<td>TABLE R603.6(8) BACK-TO-BACK HEADER SPANS Headers supporting one floor, roof and ceiling (33 ksi steel)  <\/td>\n<\/tr>\n<tr>\n<td><b>169<b><\/td>\n<td>TABLE R603.6(9) TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING <br \/> TABLE R603.6(10) HEADER TO KING STUD CONNECTION REQUIREMENTS <br \/> TABLE R603.6(11) HEAD TRACK SPAN (33 ksi Steel)  <\/td>\n<\/tr>\n<tr>\n<td><b>170<b><\/td>\n<td>FIGURE R603.6 HEADER DETAIL  <\/td>\n<\/tr>\n<tr>\n<td><b>171<b><\/td>\n<td>TABLE R603.7 MINIMUM PERCENTAGE OF FULL HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLS <br \/> SECTION R604 WOOD STRUCTURAL PANELS <br \/> SECTION R605 PARTICLEBOARD <br \/> SECTION R606 GENERAL MASONRY CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>172<b><\/td>\n<td>TABLE R606.5 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONR  <\/td>\n<\/tr>\n<tr>\n<td><b>173<b><\/td>\n<td>TABLE R606.9 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS  <\/td>\n<\/tr>\n<tr>\n<td><b>175<b><\/td>\n<td>FIGURE R606.11(1) ANCHORAGE REQUIREMENTS FOR MASONRY WALLS LOCATED IN SEISMIC DESIGN CATEGORY A, B O RC AND WHERE WIND LOADS ARE LESS THAN 30 PSF  <\/td>\n<\/tr>\n<tr>\n<td><b>176<b><\/td>\n<td>FIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C  <\/td>\n<\/tr>\n<tr>\n<td><b>177<b><\/td>\n<td>FIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1 OR D2  <\/td>\n<\/tr>\n<tr>\n<td><b>178<b><\/td>\n<td>TABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDING ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1 <br \/> TABLE R606.12.4.1 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 <br \/> TABLE R606.12.4.2 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2  <\/td>\n<\/tr>\n<tr>\n<td><b>179<b><\/td>\n<td>TABLE R606.15.1 MINIMUM CORROSION PROTECTION <br \/> SECTION R607 UNIT MASONRY  <\/td>\n<\/tr>\n<tr>\n<td><b>180<b><\/td>\n<td>TABLE R607.1 MORTAR PROPORTIONSa, b <br \/> SECTION R608 MULTIPLE WYTHE MASONRY  <\/td>\n<\/tr>\n<tr>\n<td><b>181<b><\/td>\n<td>SECTION R609 GROUTED MASONRY  <\/td>\n<\/tr>\n<tr>\n<td><b>182<b><\/td>\n<td>TABLE R609.1.1 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION <br \/> TABLE R609.1.2 GROUT SPACE DIMENSIONS AND POUR HEIGHTS  <\/td>\n<\/tr>\n<tr>\n<td><b>183<b><\/td>\n<td>SECTION R610 GLASS UNIT MASONRY  <\/td>\n<\/tr>\n<tr>\n<td><b>184<b><\/td>\n<td>FIGURE R610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE <br \/> SECTION R611 INSULATING CONCRETE FORM WALL CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>185<b><\/td>\n<td>TABLE R611.2 REQUIREMENTS FOR ICF WALLSb  <\/td>\n<\/tr>\n<tr>\n<td><b>186<b><\/td>\n<td>FIGURE R611.3 FLAT ICF WALL SYSTEM <br \/> TABLE R611.3(1) DESIGN WIND PRESSURE FOR USE WITH TABLES R611.3(2), R611.4(1), AND R611.5 FOR ABOVE GRADE WALLSa  <\/td>\n<\/tr>\n<tr>\n<td><b>187<b><\/td>\n<td>TABLE R611.3(2) MINIMUM VERTICAL WALL REINFORCEMENT FOR FLAT ICF ABOVE-GRADE WALLS  <\/td>\n<\/tr>\n<tr>\n<td><b>188<b><\/td>\n<td>TABLE R611.4(1) MINIMUM VERTICAL WALL REINFORCEMENT FOR WAFFLE-GRID ICF ABOVE-GRADE WALLS <br \/> FIGURE R611.4 WAFFLE-GRID ICF WALL SYSTEM  <\/td>\n<\/tr>\n<tr>\n<td><b>189<b><\/td>\n<td>TABLE R611.5 MINIMUM VERTICAL WALL REINFORCEMENT FOR SCREEN-GRID ICF ABOVE-GRADE WALLS <br \/> FIGURE R611.5 SCREEN-GRID IFC WALL SYSTEM  <\/td>\n<\/tr>\n<tr>\n<td><b>190<b><\/td>\n<td>TABLE R611.7(1) MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WALLSa <br \/> FIGURE R611.7(1) ICF WALL CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>191<b><\/td>\n<td>TABLE R611.7(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLS NO. 4 BOTTOM BAR SIZE  <\/td>\n<\/tr>\n<tr>\n<td><b>192<b><\/td>\n<td>TABLE R611.7(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLS NO. 5 BOTTOM BAR SIZE  <\/td>\n<\/tr>\n<tr>\n<td><b>193<b><\/td>\n<td>TABLE R611.7(4) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID ICF WALL LINTELS NO. 4 BOTTOM BAR SIZE  <\/td>\n<\/tr>\n<tr>\n<td><b>194<b><\/td>\n<td>TABLE R611.7(5) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID ICF WALL LINTELS NO. 5 BOTTOM BAR SIZE  <\/td>\n<\/tr>\n<tr>\n<td><b>195<b><\/td>\n<td>TABLE R611.7(6) MAXIMUM ALLOWABLE CLEAR SPANS FOR SCREEN-GRID ICF LINTELS IN LOAD-BEARING WALLS NO. 4 BOTTOM BAR SIZE <br \/> TABLE R611.7(7) MAXIMUM ALLOWABLE CLEAR SPANS FOR SCREEN-GRID ICF LINTELS IN LOAD-BEARING WALLS NO. 5 BOTTOM BAR SIZE  <\/td>\n<\/tr>\n<tr>\n<td><b>196<b><\/td>\n<td>TABLE R611.7(8) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS WITHOUT STIRRUPS IN LOAD-BEARING WALLS (NO. 4 OR NO. 5) BOTTOM BAR SIZE  <\/td>\n<\/tr>\n<tr>\n<td><b>197<b><\/td>\n<td>TABLE R611.7(9) MINIMUM BOTTOM BAR ICF LINTEL REINFORCEMENT FOR LARGE CLEAR SPANS IN LOAD-BEARING WALLS  <\/td>\n<\/tr>\n<tr>\n<td><b>198<b><\/td>\n<td>TABLE R611.7(9A) MINIMUM SOLID END WALL LENGTH REQUIREMENTS FOR FLAT ICF WALLS (WIND PERPENDICULAR TO RIDGE)  <\/td>\n<\/tr>\n<tr>\n<td><b>199<b><\/td>\n<td>TABLE R611.7(9A)\u2014continued MINIMUM SOLID END WALL LENGTH REQUIREMENTS FOR FLAT ICF WALLS (WIND PERPENDICULAR TO RIDGE)  <\/td>\n<\/tr>\n<tr>\n<td><b>200<b><\/td>\n<td>TABLE R611.7(9B) MINIMUM SOLID SIDEWALL LENGTH REQUIREMENTS FOR FLAT ICF WALLS (WIND PARALLEL TO RIDGE)  <\/td>\n<\/tr>\n<tr>\n<td><b>201<b><\/td>\n<td>TABLE R611.7(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS IN NONLOAD-BEARING WALLS WITHOUT STIRRUPS NO. 4 BOTTOM BAR  <\/td>\n<\/tr>\n<tr>\n<td><b>202<b><\/td>\n<td>TABLE R611.7(10A) MINIMUM SOLID END WALL LENGTH REQUIREMENTS FOR WAFFLE AND SCREEN-GRID ICF WALLS (WIND PERPENDICULAR TO RIDGE)  <\/td>\n<\/tr>\n<tr>\n<td><b>203<b><\/td>\n<td>TABLE R611.7(10A)-continued MINIMUM SOLID END WALL LENGTH REQUIREMENTS FOR WAFFLE AND SCREEN-GRID ICF WALLS (WIND PERPENDICULAR TO RIDGE)a <br \/> TABLE R611.7(10B) MINIMUM SOLID SIDE WALL LENGTH REQUIREMENTS FOR 6-INCH WAFFLE AND SCREEN-GRID ICF WALLS (WIND PARALLEL TO RIDGE)  <\/td>\n<\/tr>\n<tr>\n<td><b>204<b><\/td>\n<td>TABLE R611.7(11) MINIMUM PERCENTAGE OF SOLID WALL LENGTH ALONG EXTERIOR WALL LINES FOR TOWNHOUSES IN SEISMIC DESIGN CATEGORY C AND ALL BUILDINGS IN SEISMIC DESIGN CATEGORIES D0, D1 AND D2 <br \/> FIGURE R611.7(2) REINFORCEMENT OF OPENINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>205<b><\/td>\n<td>FIGURE R611.7(3) ICF LINTELS FOR FLAT AND SCREEN-GRID WALLS <br \/> FIGURE R611.7(4) SINGLE FORM HEIGHT WAFFLE-GRID LINTEL  <\/td>\n<\/tr>\n<tr>\n<td><b>206<b><\/td>\n<td>FIGURE R611.7(5) DOUBLE FORM HEIGHT WAFFLE-GRID LINTEL <br \/> FIGURE R611.7(6) SINGLE FORM HEIGHT SCREEN-GRID LINTEL  <\/td>\n<\/tr>\n<tr>\n<td><b>207<b><\/td>\n<td>FIGURE R611.7(7) DOUBLE FORM HEIGHT SCREEN-GRID LINTEL <br \/> FIGURE R611.7.1.4 LAP SPLICES  <\/td>\n<\/tr>\n<tr>\n<td><b>209<b><\/td>\n<td>TABLE R611.7.4 WIND VELOCITY PRESSURE FOR DETERMINATION OF MINIMUM SOLID WALL LENGTHa  <\/td>\n<\/tr>\n<tr>\n<td><b>210<b><\/td>\n<td>FIGURE R611.7.4 MINIMUM SOLID WALL LENGTH  <\/td>\n<\/tr>\n<tr>\n<td><b>211<b><\/td>\n<td>TABLE R611.8(1) FLOOR LEDGER-ICF WALL CONNECTION (SIDE-BEARING CONNECTION) REQUIREMENTS <br \/> TABLE R611.8(2) DESIGN VALUES (PLF) FOR FLOOR JOIST-TO-WALL ANCHORS REQUIRED FOR TOWNHOUSES IN SEISMIC DESIGN CATEGORY C AND ALL BUILDINGS IN SEISMIC DESIGN CATEGORIES D0, D1 AND D2  <\/td>\n<\/tr>\n<tr>\n<td><b>212<b><\/td>\n<td>FIGURE R611.8(1) SECTION CUT THROUGH FLAT WALL OR VERTICAL CORE OF WAFFLE- OR SCREEN-GRID WALL <br \/> FIGURE R611.8(2) FLOOR LEDGER-ICF WALL CONNECTION (SIDE-BEARING CONNECTION)  <\/td>\n<\/tr>\n<tr>\n<td><b>213<b><\/td>\n<td>FIGURE R611.8(3) FLOOR LEDGER-ICF WALL CONNECTION (LEDGE-BEARING CONNECTION) <br \/> FIGURE R611.8(4) WOOD FLOOR LEDGER-ICF WALL SYSTEM CONNECTION (THROUGH-BOLT SIDE-BEARING CONNECTION)  <\/td>\n<\/tr>\n<tr>\n<td><b>214<b><\/td>\n<td>FIGURE R611.8(5) FLOOR LEDGER-ICF WALL CONNECTION <br \/> FIGURE R611.8(6) ANCHORAGE REQUIREMENTS FOR TOP BEARING WALLS FOR TOWNHOUSES IN SEISMIC DESIGN CATEGORY C AND ALL BUILDINGS IN SEISMIC DESIGN CATEGORIES D0, D1, AND D2 FOR FLOOR FRAMING PARALLEL TO WALL  <\/td>\n<\/tr>\n<tr>\n<td><b>215<b><\/td>\n<td>FIGURE R611.8(7) ANCHORAGE REQUIREMENTS FOR LEDGER BEARING WALLS FOR TOWNHOUSES IN SEISMIC DESIGN CATEGORY C AND ALL BUILDINGS IN SEISMIC DESIGN CATEGORIES D0, D1 AND D2 FOR FLOOR FRAMING PARALLEL TO WALL <br \/> TABLE R611.9 DESIGN TENSILE STRENGTH OF HEADED BOLTS CAST IN CONCRETEa  <\/td>\n<\/tr>\n<tr>\n<td><b>216<b><\/td>\n<td>FIGURE R611.9 ROOF SILL PLATE-ICF WALL CONNECTION <br \/> SECTION R612 CONVENTIONALLY FORMED CONCRETE WALL CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>217<b><\/td>\n<td>SECTION R613 EXTERIOR WINDOWS AND GLASS DOORS  <\/td>\n<\/tr>\n<tr>\n<td><b>218<b><\/td>\n<td>FIGURE R613.7(1) THROUGH THE FRAME <br \/> FIGURE R613.7(2) FRAME CLIP <br \/> FIGURE R613.7(3) THROUGH THE FRAME <br \/> FIGURE R613.7(4) FRAME CLIP  <\/td>\n<\/tr>\n<tr>\n<td><b>219<b><\/td>\n<td>FIGURE R613.7(5) THROUGH THE FLANGE <br \/> FIGURE R613.7(6) THROUGH THE FRAME <br \/> FIGURE R613.7(7) FRAME CLIP <br \/> FIGURE R613.7(8) THROUGH THE FLANGE  <\/td>\n<\/tr>\n<tr>\n<td><b>221<b><\/td>\n<td>CHAPTER 7 WALL COVERING <br \/> SECTION R701 GENERAL <br \/> SECTION R702 INTERIOR COVERING <br \/> TABLE R702.1(1) THICKNESS OF PLASTER <br \/> TABLE R702.1(2) GYPSUM PLASTER PROPORTIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>222<b><\/td>\n<td>TABLE R702.1(3) PORTLAND CEMENT PLASTER  <\/td>\n<\/tr>\n<tr>\n<td><b>223<b><\/td>\n<td>TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD  <\/td>\n<\/tr>\n<tr>\n<td><b>224<b><\/td>\n<td>TABLE R702.3.7 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES <br \/> SECTION R703 EXTERIOR COVERING  <\/td>\n<\/tr>\n<tr>\n<td><b>226<b><\/td>\n<td>TABLE R703.4 WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS  <\/td>\n<\/tr>\n<tr>\n<td><b>227<b><\/td>\n<td>TABLE R703.4 \u2014 continued WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS <br \/> TABLE R703.5.2 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLS (Dimensions are in inches)  <\/td>\n<\/tr>\n<tr>\n<td><b>228<b><\/td>\n<td>FIGURE R703.7 MASONRY VENEER WALL DETAILS  <\/td>\n<\/tr>\n<tr>\n<td><b>229<b><\/td>\n<td>FIGURE R703.7\u2014continued MASONRY VENEER WALL DETAILS  <\/td>\n<\/tr>\n<tr>\n<td><b>230<b><\/td>\n<td>TABLE R703.7(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C <br \/> TABLE R703.7(2) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, WOOD FRAMING, SEISMIC DESIGN CATEGORIES D0, D1 AND D2  <\/td>\n<\/tr>\n<tr>\n<td><b>231<b><\/td>\n<td>FIGURE R703.7(1) HOLD DOWNS AT EXTERIOR AND INTERIOR BRACED WALL PANELS WHEN USING STONE OR MASONRY VENEER  <\/td>\n<\/tr>\n<tr>\n<td><b>232<b><\/td>\n<td>FIGURE R703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES <br \/> FIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS  <\/td>\n<\/tr>\n<tr>\n<td><b>235<b><\/td>\n<td>CHAPTER 8 ROOF-CEILING CONSTRUCTION <br \/> SECTION R801 GENERAL <br \/> SECTION R802 WOOD ROOF FRAMING  <\/td>\n<\/tr>\n<tr>\n<td><b>237<b><\/td>\n<td>TABLE R802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u00ce\u201d = 240  <\/td>\n<\/tr>\n<tr>\n<td><b>238<b><\/td>\n<td>TABLE R802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u00ce\u201d = 240)  <\/td>\n<\/tr>\n<tr>\n<td><b>240<b><\/td>\n<td>TABLE R802.5.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180)  <\/td>\n<\/tr>\n<tr>\n<td><b>241<b><\/td>\n<td>TABLE R802.5.1(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <br \/> TABLE R802.5.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240)  <\/td>\n<\/tr>\n<tr>\n<td><b>242<b><\/td>\n<td>TABLE R802.5.1(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240)  <\/td>\n<\/tr>\n<tr>\n<td><b>243<b><\/td>\n<td>TABLE R802.5.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180)  <\/td>\n<\/tr>\n<tr>\n<td><b>244<b><\/td>\n<td>TABLE R802.5.1(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180)  <\/td>\n<\/tr>\n<tr>\n<td><b>245<b><\/td>\n<td>TABLE R802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf or less, ceiling not attached to rafters, L\/\u00ce\u201d = 180)  <\/td>\n<\/tr>\n<tr>\n<td><b>246<b><\/td>\n<td>TABLE R802.5.1(4) \u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES  (Ground snow load=50 psf or less, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <br \/> TABLE R802.5.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240)  <\/td>\n<\/tr>\n<tr>\n<td><b>247<b><\/td>\n<td>TABLE R802.5.1(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240)  <\/td>\n<\/tr>\n<tr>\n<td><b>248<b><\/td>\n<td>TABLE R802.5.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf or less, ceiling attached to rafters, L\/\u00ce\u201d = 240)  <\/td>\n<\/tr>\n<tr>\n<td><b>249<b><\/td>\n<td>TABLE R802.5.1(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES  (Ground snow load=50 psf or less, ceiling attached to rafters, L\/\u00ce\u201d = 24) <br \/> TABLE R802.5.1(7) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=70 psf or less, ceiling not attached to rafters, L\/\u00ce\u201d = 180)  <\/td>\n<\/tr>\n<tr>\n<td><b>250<b><\/td>\n<td>TABLE R802.5.1(7)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=70 psf or less, ceiling not attached to rafters, L\/\u00ce\u201d = 180)  <\/td>\n<\/tr>\n<tr>\n<td><b>251<b><\/td>\n<td>TABLE R802.5.1(8) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=70 psf or less, ceiling attached to rafters, L\/\u00ce\u201d = 240)  <\/td>\n<\/tr>\n<tr>\n<td><b>252<b><\/td>\n<td>TABLE R802.5.1(8) \u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=70 psf or less, ceiling attached to rafters, L\/\u00ce\u201d = 240)  <\/td>\n<\/tr>\n<tr>\n<td><b>253<b><\/td>\n<td>TABLE R802.5.1(9) RAFTER\/CEILING JOIST HEEL JOINT CONNECTIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>254<b><\/td>\n<td>FIGURE R802.5.1 BRACED RAFTER CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>255<b><\/td>\n<td>TABLE R802.11 REQUIRED STRENGTH OF TRUSS OR RAFTER CONNECTIONS TO RESIST WIND UPLIFT FORCES (Pounds per connection)  <\/td>\n<\/tr>\n<tr>\n<td><b>256<b><\/td>\n<td>SECTION R803 ROOF SHEATHING <br \/> TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING <br \/> SECTION R804 STEEL ROOF FRAMING  <\/td>\n<\/tr>\n<tr>\n<td><b>257<b><\/td>\n<td>TABLE R804.2(1) LOAD-BEARING COLD-FORMED STEEL MEMBER SIZES <br \/> TABLE R804.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL ROOF FRAMING MEMBERS <br \/> FIGURE R804.2(1) C-SECTION <br \/> FIGURE R804.2(2) TRACK SECTION <br \/> FIGURE R804.2(3) WEB HOLES  <\/td>\n<\/tr>\n<tr>\n<td><b>258<b><\/td>\n<td>TABLE R804.2.4 SCREW SUBSTITUTION FACTOR <br \/> FIGURE R804.3 STEEL ROOF CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>259<b><\/td>\n<td>TABLE R804.3 ROOF FRAMING FASTENING SCHEDULE <br \/> TABLE R804.3.3.1 NUMBER OF SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR RAFTER TO RIDGE MEMBER CONNECTION  <\/td>\n<\/tr>\n<tr>\n<td><b>260<b><\/td>\n<td>TABLE R804.3.1(1) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE) 33 ksi STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>261<b><\/td>\n<td>TABLE R804.3.1(2) CEILING JOIST SPANS TWO EQUAL SPANS WITH BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE) 33 ksi STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>262<b><\/td>\n<td>TABLE R804.3.1(3) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE) 33 ksi STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>263<b><\/td>\n<td>TABLE R804.3.1(4) CEILING JOIST SPANS TWO EQUAL SPANS WITH BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE) 33 ksi STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>264<b><\/td>\n<td>TABLE R804.3.1(5) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE) 33 ksi STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>265<b><\/td>\n<td>TABLE R804.3.1(6) CEILING JOIST SPANS TWO EQUAL SPANS WITHOUT BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE) 33 ksi STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>266<b><\/td>\n<td>TABLE R804.3.1(7) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE) 33 ksi STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>267<b><\/td>\n<td>TABLE R804.3.1(8) CEILING JOIST SPANS TWO EQUAL SPANS WITHOUT BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE) 33 ksi STEEL <br \/> FIGURE R804.3.1(1) JOIST TO RAFTER CONNECTION  <\/td>\n<\/tr>\n<tr>\n<td><b>268<b><\/td>\n<td>TABLE R804.3.1 NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO RAFTER CONNECTION <br \/> TABLE R804.3.3(1) ALLOWABLE HORIZONTAL RAFTER SPANS 33 ksi STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>269<b><\/td>\n<td>TABLE R804.3.3(2) BASIC WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION <br \/> SECTION R805 CEILING FINISHES  <\/td>\n<\/tr>\n<tr>\n<td><b>270<b><\/td>\n<td>SECTION R806 ROOF VENTILATION <br \/> TABLE 806.4 INSULATION FOR CONDENSATION CONTROL <br \/> SECTION R807 ATTIC ACCESS <br \/> SECTION R808 INSULATION CLEARANCE  <\/td>\n<\/tr>\n<tr>\n<td><b>271<b><\/td>\n<td>FIGURE R804.3.3.1 RIDGE BOARD CONNECTION <br \/> FIGURE R804.3.6 HOLE PATCHING <br \/> FIGURE R804.3.7(1) SPLICED CEILING JOISTS <br \/> FIGURE R804.3.7(2) TRACK SPLICE <br \/> FIGURE R804.3.8 BEARING STIFFENER  <\/td>\n<\/tr>\n<tr>\n<td><b>272<b><\/td>\n<td>FIGURE R804.3.10(1) ROOF OPENING <br \/> FIGURE R804.3.10(2) HEADER TO TRIMMER CONNECTION  <\/td>\n<\/tr>\n<tr>\n<td><b>273<b><\/td>\n<td>CHAPTER 9 ROOF ASSEMBLIES <br \/> SECTION R901 GENERAL <br \/> SECTION R902 ROOF CLASSIFICATION <br \/> SECTION R903 WEATHER PROTECTION <br \/> SECTION R904 MATERIALS  <\/td>\n<\/tr>\n<tr>\n<td><b>274<b><\/td>\n<td>FIGURE R903.5 HAIL EXPOSURE MAP <br \/> SECTION R905 REQUIREMENTS FOR ROOF COVERINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>276<b><\/td>\n<td>TABLE R905.2.8.2 VALLEY LINING MATERIAL  <\/td>\n<\/tr>\n<tr>\n<td><b>277<b><\/td>\n<td>TABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT  <\/td>\n<\/tr>\n<tr>\n<td><b>278<b><\/td>\n<td>TABLE R905.6.5 SLATE SHINGLE HEADLAP <br \/> TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS <br \/> TABLE R905.7.5 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE  <\/td>\n<\/tr>\n<tr>\n<td><b>279<b><\/td>\n<td>TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS <br \/> TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE  <\/td>\n<\/tr>\n<tr>\n<td><b>280<b><\/td>\n<td>TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS  <\/td>\n<\/tr>\n<tr>\n<td><b>281<b><\/td>\n<td>TABLE R905.10.3(1) METAL ROOF COVERINGS STANDARDS <br \/> TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE <br \/> TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS  <\/td>\n<\/tr>\n<tr>\n<td><b>282<b><\/td>\n<td>SECTION R906 ROOF INSULATION <br \/> TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION <br \/> SECTION R907 REROOFING  <\/td>\n<\/tr>\n<tr>\n<td><b>283<b><\/td>\n<td>CHAPTER 10 CHIMNEYS AND FIREPLACES <br \/> SECTION R1001 MASONRY FIREPLACES  <\/td>\n<\/tr>\n<tr>\n<td><b>284<b><\/td>\n<td>TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS  <\/td>\n<\/tr>\n<tr>\n<td><b>285<b><\/td>\n<td>FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS  <\/td>\n<\/tr>\n<tr>\n<td><b>286<b><\/td>\n<td>FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES  <\/td>\n<\/tr>\n<tr>\n<td><b>287<b><\/td>\n<td>SECTION R1002 MASONRY HEATERS <br \/> SECTION R1003 MASONRY CHIMNEYS  <\/td>\n<\/tr>\n<tr>\n<td><b>289<b><\/td>\n<td>TABLE R1003.14(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa <br \/> TABLE R1003.14(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES  <\/td>\n<\/tr>\n<tr>\n<td><b>290<b><\/td>\n<td>FIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS  <\/td>\n<\/tr>\n<tr>\n<td><b>291<b><\/td>\n<td>FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES <br \/> TABLE R1003.20 CRICKET DIMENSIONS <br \/> FIGURE R1003.20 CHIMNEY CRICKET <br \/> SECTION R1004 FACTORY-BUILT FIREPLACES  <\/td>\n<\/tr>\n<tr>\n<td><b>292<b><\/td>\n<td>SECTION R1005 FACTORY-BUILT CHIMNEYS <br \/> SECTION R1006 EXTERIOR AIR SUPPLY  <\/td>\n<\/tr>\n<tr>\n<td><b>293<b><\/td>\n<td>PART IV\u2014ENERGY CONSERVATION <br \/> CHAPTER 11 ENERGY EFFICIENCY <br \/> SECTION N1101 GENERAL (MANDATORY)  <\/td>\n<\/tr>\n<tr>\n<td><b>294<b><\/td>\n<td>TABLE N1101.4 NEW YORK STATE CLIMATE ZONES BY COUNTY  <\/td>\n<\/tr>\n<tr>\n<td><b>295<b><\/td>\n<td>TABLE N1101.6(1) DEFAULT GLAZED FENESTRATION U-FACTORS <br \/> TABLE N1101.6(2) DEFAULT DOOR U-FACTORS <br \/> TABLE N1101.6(3) DEFAULT GLAZED FENESTRATION SHGC  <\/td>\n<\/tr>\n<tr>\n<td><b>297<b><\/td>\n<td>SECTION N1102 BUILDING THERMAL ENVELOPE <br \/> TABLE N1102.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa <br \/> TABLE N1102.1.2 EQUIVALENT U-FACTORSa  <\/td>\n<\/tr>\n<tr>\n<td><b>298<b><\/td>\n<td>TABLE 1102.1.5.1 SIDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT SIDING ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT SIDING WEIGHT1  <\/td>\n<\/tr>\n<tr>\n<td><b>299<b><\/td>\n<td>TABLE 1102.1.5.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT SIDING WEIGHT1,2  <\/td>\n<\/tr>\n<tr>\n<td><b>300<b><\/td>\n<td>TABLE N1102.2.1.1 INSULATION FOR CONDENSATION CONTROL  <\/td>\n<\/tr>\n<tr>\n<td><b>301<b><\/td>\n<td>TABLE N1102.2.5 STEEL-FRAME CEILING, WALL AND FLOOR INSULATION (R-VALUE)  <\/td>\n<\/tr>\n<tr>\n<td><b>302<b><\/td>\n<td>TABLE N1102.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA  <\/td>\n<\/tr>\n<tr>\n<td><b>303<b><\/td>\n<td>TABLE N1102.5.2 CLASS III VAPOR RETARDERS  <\/td>\n<\/tr>\n<tr>\n<td><b>304<b><\/td>\n<td>SECTION N1103 SYSTEMS (MANDATORY)  <\/td>\n<\/tr>\n<tr>\n<td><b>307<b><\/td>\n<td>PART V\u2014MECHANICAL <br \/> CHAPTER 12 MECHANICAL ADMINISTRATION <br \/> SECTION M1201 GENERAL <br \/> [EB] SECTION M1202 EXISTING MECHANICAL SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>309<b><\/td>\n<td>CHAPTER 13 GENERAL MECHANICAL SYSTEM REQUIREMENTS <br \/> SECTION M1301 GENERAL <br \/> SECTION M1302 APPROVAL <br \/> SECTION M1303 LABELING OF APPLIANCES <br \/> SECTION M1304 TYPE OF FUEL <br \/> SECTION M1305 APPLIANCE ACCESS  <\/td>\n<\/tr>\n<tr>\n<td><b>310<b><\/td>\n<td>SECTION M1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>311<b><\/td>\n<td>TABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION  <\/td>\n<\/tr>\n<tr>\n<td><b>312<b><\/td>\n<td>FIGURE M1306.1 REDUCED CLEARANCE DIAGRAM <br \/> FIGURE M1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM  <\/td>\n<\/tr>\n<tr>\n<td><b>313<b><\/td>\n<td>SECTION M1307 APPLIANCE INSTALLATION <br \/> SECTION M1308 MECHANICAL SYSTEMS INSTALLATION  <\/td>\n<\/tr>\n<tr>\n<td><b>315<b><\/td>\n<td>CHAPTER 14 HEATING AND COOLING EQUIPMENT <br \/> SECTION M1401 GENERAL <br \/> SECTION M1402 CENTRAL FURNACES <br \/> SECTION M1403 HEAT PUMP EQUIPMENT <br \/> SECTION M1404 REFRIGERATION COOLING EQUIPMENT <br \/> SECTION M1405 BASEBOARD CONVECTORS <br \/> SECTION M1406 RADIANT HEATING SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>316<b><\/td>\n<td>SECTION M1407 DUCT HEATERS <br \/> SECTION M1408 VENTED FLOOR FURNACES <br \/> SECTION M1409 VENTED WALL FURNACES  <\/td>\n<\/tr>\n<tr>\n<td><b>317<b><\/td>\n<td>SECTION M1410 VENTED ROOM HEATERS <br \/> SECTION M1411 HEATING AND COOLING EQUIPMENT  <\/td>\n<\/tr>\n<tr>\n<td><b>318<b><\/td>\n<td>SECTION M1412 ABSORPTION COOLING EQUIPMENT <br \/> SECTION M1413 EVAPORATIVE COOLING EQUIPMENT <br \/> SECTION M1414 FIREPLACE (WOOD) STOVES <br \/> SECTION M1415 MASONRY HEATERS <br \/> SECTION M1416 KEROSENE AND OIL-FIRED STOVES AND HEATERS  <\/td>\n<\/tr>\n<tr>\n<td><b>319<b><\/td>\n<td>CHAPTER 15 EXHAUST SYSTEMS <br \/> SECTION M1501 GENERAL <br \/> SECTION M1502 CLOTHES DRYER EXHAUST <br \/> SECTION M1503 RANGE HOODS  <\/td>\n<\/tr>\n<tr>\n<td><b>320<b><\/td>\n<td>SECTION M1504 INSTALLATION OF MICROWAVE OVENS <br \/> SECTION M1505 OVERHEAD EXHAUST HOODS <br \/> SECTION M1506 EXHAUST DUCTS <br \/> SECTION M1507 MECHANICAL VENTILATION <br \/> TABLE M1507.3 MINIMUM REQUIRED EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>321<b><\/td>\n<td>CHAPTER 16 DUCT SYSTEMS <br \/> SECTION M1601 DUCT CONSTRUCTION <br \/> TABLE M1601.1.1(1) CLASSIFICATION OF FACTORY-MADE AIR DUCTS <br \/> TABLE M1601.1.1(2) GAGES OF METAL DUCTS AND PLENUMS USED FOR HEATING OR COOLING  <\/td>\n<\/tr>\n<tr>\n<td><b>323<b><\/td>\n<td>SECTION M1602 RETURN AIR  <\/td>\n<\/tr>\n<tr>\n<td><b>325<b><\/td>\n<td>CHAPTER 17 COMBUSTION AIR <br \/> SECTION M1701 GENERAL <br \/> SECTION M1702 ALL AIR FROM INSIDE THE BUILDING <br \/> SECTION M1703 ALL AIR FROM OUTDOORS  <\/td>\n<\/tr>\n<tr>\n<td><b>326<b><\/td>\n<td>FIGURE M1702.2 APPLIANCES LOCATED IN CONFINED SPACES\u2014ALL AIR TAKEN FROM ADJACENT SPACES WITHIN THE BUILDING  <\/td>\n<\/tr>\n<tr>\n<td><b>327<b><\/td>\n<td>FIGURE M1703.2(1) APPLIANCES LOCATED IN CONFINED SPACES\u2014ALL AIR TAKEN FROM OUTDOORS THROUGH TWO OPENINGS <br \/> FIGURE M1703.2(2) APPLIANCES LOCATED IN CONFINED SPACES\u2014ALL AIR TAKEN FROM OUTDOORS THROUGH HORIZONTAL DUCTS  <\/td>\n<\/tr>\n<tr>\n<td><b>328<b><\/td>\n<td>FIGURE M1703.2(3) APPLIANCES LOCATED IN CONFINED SPACES\u2014ALL AIR TAKEN FROM OUTDOORS THROUGH VENTILATED ATTIC <br \/> FIGURE M1703.2(4) APPLIANCES LOCATED IN CONFINED SPACES\u2014INLET AIR TAKEN FROM VENTILATED CRAWLSPACE AND OUTLET AIR TO VENTILATED ATTIC  <\/td>\n<\/tr>\n<tr>\n<td><b>329<b><\/td>\n<td>FIGURE M1703.3 APPLIANCES LOCATED IN CONFINED SPACES\u2014ALL AIR TAKEN FROM OUTDOORS THROUGH VENTILATED ATTIC, INLET DUCT WITHIN OUTLET DUCT  <\/td>\n<\/tr>\n<tr>\n<td><b>331<b><\/td>\n<td>CHAPTER 18 CHIMNEYS AND VENTS <br \/> SECTION M1801 GENERAL <br \/> SECTION M1802 VENT COMPONENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>332<b><\/td>\n<td>SECTION M1803 CHIMNEY AND VENT CONNECTORS <br \/> TABLE M1803.2 THICKNESS FOR SINGLE-WALL METAL PIPE CONNECTORS <br \/> TABLE M1803.3.4 CHIMNEY AND VENT CONNECTOR CLEARANCES TO COMBUSTIBLE MATERIALSa  <\/td>\n<\/tr>\n<tr>\n<td><b>333<b><\/td>\n<td>SECTION M1804 VENTS <br \/> TABLE M1804.1 VENT SELECTION CHART <br \/> SECTION M1805 MASONRY AND FACTORY-BUILT CHIMNEYS  <\/td>\n<\/tr>\n<tr>\n<td><b>335<b><\/td>\n<td>CHAPTER 19 SPECIAL FUEL-BURNING EQUIPMENT <br \/> SECTION M1901 COOKING APPLIANCES <br \/> SECTION M1902 SAUNA HEATERS <br \/> SECTION M1903 STATIONARY FUEL CELL POWER PLANTS <br \/> SECTION M1904 GASEOUS HYDROGEN SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>337<b><\/td>\n<td>CHAPTER 20 BOILERS AND WATER HEATERS <br \/> SECTION M2001 BOILERS <br \/> SECTION M2002 OPERATING AND SAFETY CONTROLS <br \/> SECTION M2003 EXPANSION TANKS <br \/> SECTION M2004 WATER HEATERS USED FOR SPACE HEATING <br \/> SECTION M2005 WATER HEATERS  <\/td>\n<\/tr>\n<tr>\n<td><b>338<b><\/td>\n<td>TABLE M2003.2 EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS <br \/> SECTION M2006 POOL HEATERS  <\/td>\n<\/tr>\n<tr>\n<td><b>339<b><\/td>\n<td>CHAPTER 21 HYDRONIC PIPING <br \/> SECTION M2101 HYDRONIC PIPING SYSTEMS INSTALLATION <br \/> TABLE M2101.1 HYDRONIC PIPING MATERIALS  <\/td>\n<\/tr>\n<tr>\n<td><b>340<b><\/td>\n<td>TABLE M2101.9 HANGER SPACING INTERNALS <br \/> SECTION M2102 BASEBOARD CONVECTORS <br \/> SECTION M2103 FLOOR HEATING SYSTEMS <br \/> SECTION M2104 LOW TEMPERATURE PIPING  <\/td>\n<\/tr>\n<tr>\n<td><b>341<b><\/td>\n<td>SECTION M2105 GROUND SOURCE HEAT PUMP SYSTEM LOOP PIPING  <\/td>\n<\/tr>\n<tr>\n<td><b>343<b><\/td>\n<td>CHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS <br \/> SECTION M2201 OIL TANKS <br \/> SECTION M2202 OIL PIPING\u201a FITTING AND CONNECTIONS <br \/> SECTION M2203 INSTALLATION  <\/td>\n<\/tr>\n<tr>\n<td><b>344<b><\/td>\n<td>SECTION M2204 OIL PUMPS AND VALVES  <\/td>\n<\/tr>\n<tr>\n<td><b>345<b><\/td>\n<td>CHAPTER 23 SOLAR SYSTEMS <br \/> SECTION M2301 SOLAR ENERGY SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>347<b><\/td>\n<td>PART VI\u2014FUEL GAS <br \/> CHAPTER 24 FUEL GAS <br \/> SECTION G2401 (101) GENERAL <br \/> SECTION G2402 (201) GENERAL <br \/> SECTION G2403 (202) GENERAL DEFINITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>353<b><\/td>\n<td>SECTION G2404 (301) GENERAL REGULATIONS <br \/> SECTION G2405 (302) STRUCTURAL SAFETY <br \/> SECTION G2406 (303) APPLIANCE LOCATION  <\/td>\n<\/tr>\n<tr>\n<td><b>354<b><\/td>\n<td>SECTION G2407 (304) COMBUSTION\u201a VENTILATION AND DILUTION AIR <br \/> EQUATION 24-1 <br \/> EQUATION 24-2  <\/td>\n<\/tr>\n<tr>\n<td><b>355<b><\/td>\n<td>FIGURE G2407.5.3 (304.5.3) ALL AIR FROM INSIDE THE BUILDING (see Section 2407.5.3) <br \/> FIGURE G2407.6.1(1) [304.6.1(1)] ALL AIR FROM OUTDOOR\u2014INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC (see Section G2407.6.1) <br \/> FIGURE G2407.6.1(2) [304.6.1(2)] ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC (see Section G2407.6.1) <br \/> FIGURE G2407.6.1(3) [304.6.1(3)] ALL AIR FROM OUTDOORS (see Section G2407.6.1)  <\/td>\n<\/tr>\n<tr>\n<td><b>356<b><\/td>\n<td>FIGURE G2407.6.2 (304.6.2) SINGLE COMBUSTION AIR OPENING, ALL AIR FROM OUTDOORS (see Section 304.6.2)  <\/td>\n<\/tr>\n<tr>\n<td><b>357<b><\/td>\n<td>SECTION G2408 (305) INSTALLATION <br \/> SECTION G2409 (308) CLEARANCE REDUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>358<b><\/td>\n<td>FIGURE G2409.2(1) [308.2(1)] EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS <br \/> FIGURE G2409.2(2) [308.2(2)] WALL PROTECTOR CLEARANCE REDUCTION SYSTEM  <\/td>\n<\/tr>\n<tr>\n<td><b>359<b><\/td>\n<td>FIGURE G2409.2(3) [308.2(3)] MASONRY CLEARANCE REDUCTION SYSTEM  <\/td>\n<\/tr>\n<tr>\n<td><b>360<b><\/td>\n<td>TABLE G2409.2 (308.2)a through k REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION <br \/> SECTION G2410 (309) ELECTRICAL <br \/> SECTION G2411 (310) ELECTRICAL BONDING  <\/td>\n<\/tr>\n<tr>\n<td><b>361<b><\/td>\n<td>SECTION G2412 (401) GAS PIPING SYSTEMS <br \/> SECTION G2413 (402) PIPE SIZING  <\/td>\n<\/tr>\n<tr>\n<td><b>362<b><\/td>\n<td>TABLE G2413.2 (402.2) APPROXIMATE GAS INPUT FOR TYPICAL APPLIANCES <br \/> EQUATION 24-3 <br \/> EQUATION 24-4 <br \/> TABLE G2413.4 (402.4) Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>363<b><\/td>\n<td>TABLE G2413.4(1)[402.4(2)] SCHEDULE 40 METALLIC PIPE  <\/td>\n<\/tr>\n<tr>\n<td><b>364<b><\/td>\n<td>TABLEG2413.4(2)[402.4(3)] SCHEDULE 40 METALLIC PIPE  <\/td>\n<\/tr>\n<tr>\n<td><b>365<b><\/td>\n<td>TABLEG2413.4(3)[402.4(7)] SEMIRIGID COPPER TUBING  <\/td>\n<\/tr>\n<tr>\n<td><b>366<b><\/td>\n<td>TABLEG2413.4(4)[402.4(10)] SEMIRIGID COPPER TUBING  <\/td>\n<\/tr>\n<tr>\n<td><b>367<b><\/td>\n<td>TABLEG2413.4(5)[402.4(13)] CORRUGATED STAINLESS STEEL TUBING (CSST)  <\/td>\n<\/tr>\n<tr>\n<td><b>368<b><\/td>\n<td>TABLEG2413.4(6)[402.4(16)] CORRUGATED STAINLESS STEEL TUBING (CSST)  <\/td>\n<\/tr>\n<tr>\n<td><b>369<b><\/td>\n<td>TABLEG2413.4(7)[402.4(19)] POLYETHYLENE PLASTIC PIPE  <\/td>\n<\/tr>\n<tr>\n<td><b>370<b><\/td>\n<td>TABLEG2413.4(8)[402.4(20)] POLYETHYLENE PLASTIC PIPE  <\/td>\n<\/tr>\n<tr>\n<td><b>371<b><\/td>\n<td>SECTION G2414 (403) PIPING MATERIALS  <\/td>\n<\/tr>\n<tr>\n<td><b>372<b><\/td>\n<td>TABLE G2414.9.2 (403.9.2) SPECIFICATIONS FOR THREADING METALLIC PIPE <br \/> SECTION G2415 (404) PIPING SYSTEM INSTALLATION  <\/td>\n<\/tr>\n<tr>\n<td><b>374<b><\/td>\n<td>SECTION G2416 (405) PIPING BENDS AND CHANGES IN DIRECTION <br \/> SECTION G2417 (406) INSPECTION\u201a TESTING AND PURGING  <\/td>\n<\/tr>\n<tr>\n<td><b>376<b><\/td>\n<td>SECTION G2418 (407) PIPING SUPPORT <br \/> SECTION G2419 (408) DRIPS AND SLOPED PIPING <br \/> SECTION G2420 (409) GAS SHUTOFF VALVES <br \/> TABLE G2420.1.1 MANUAL GAS VALVE STANDARDS  <\/td>\n<\/tr>\n<tr>\n<td><b>377<b><\/td>\n<td>SECTION G2421 (410) FLOW CONTROLS <br \/> SECTION G2422 (411) APPLIANCE CONNECTIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>378<b><\/td>\n<td>SECTION G2423 (413) CNG GAS-DISPENSING SYSTEMS <br \/> SECTION G2424 (415) PIPING SUPPORT INTERVALS <br \/> TABLE G2424.1 SUPPORT OF PIPING <br \/> SECTION G2425 (501) CHIMNEYS AND VENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>379<b><\/td>\n<td>SECTION G2426 (502) VENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>380<b><\/td>\n<td>SECTION G2427 (503) VENTING OF EQUIPMENT  <\/td>\n<\/tr>\n<tr>\n<td><b>381<b><\/td>\n<td>TABLE G2427.4 TYPE OF VENTING SYSTEM TO BE USED  <\/td>\n<\/tr>\n<tr>\n<td><b>382<b><\/td>\n<td>FIGURE G2427.5.3 (503.5.4) TYPICAL TERMINATION LOCATIONS FOR CHIMNEYS AND SINGLE-WALL METAL PIPES  <\/td>\n<\/tr>\n<tr>\n<td><b>383<b><\/td>\n<td>FIGURE G2427.6.3 (503.6.4) GAS VENT TERMINATION LOCATIONS FOR LISTED CAPS 12 INCHES OR LESS IN SIZE AT LEAST 8 FEET FROM A VERTICAL WALL  <\/td>\n<\/tr>\n<tr>\n<td><b>385<b><\/td>\n<td>TABLE G2427.7.7 (503.8.7)a CLEARANCES FOR CONNECTORS  <\/td>\n<\/tr>\n<tr>\n<td><b>386<b><\/td>\n<td>FIGURE G2427.8 EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>387<b><\/td>\n<td>TABLE G2427.10.2.4 (503.10.2.4) MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES  <\/td>\n<\/tr>\n<tr>\n<td><b>389<b><\/td>\n<td>SECTION G2428 (504) SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>391<b><\/td>\n<td>TABLE G2428.2(1) [504.2(1)] TYPE B DOUBLE-WALL GAS VENT  <\/td>\n<\/tr>\n<tr>\n<td><b>392<b><\/td>\n<td>TABLE G2428.2(1) [504.2(1)]\u2014continued TYPE B DOUBLE-WALL GAS VENT  <\/td>\n<\/tr>\n<tr>\n<td><b>393<b><\/td>\n<td>TABLE G2428.2(2) [504.2(2)] TYPE B DOUBLE-WALL GAS VENT  <\/td>\n<\/tr>\n<tr>\n<td><b>394<b><\/td>\n<td>TABLE G2428.2(2) [504.2(2)]\u2014continued TYPE B DOUBLE-WALL GAS VENT  <\/td>\n<\/tr>\n<tr>\n<td><b>395<b><\/td>\n<td>TABLE G2428.3(1) [504.3(1)] TYPE B DOUBLE-WALL VENT  <\/td>\n<\/tr>\n<tr>\n<td><b>396<b><\/td>\n<td>TABLE G2428.3(2) [504.3(2)] TYPE B DOUBLE-WALL VENT  <\/td>\n<\/tr>\n<tr>\n<td><b>397<b><\/td>\n<td>TABLE G2428.3(3) [504.3(3)] MASONRY CHIMNEY  <\/td>\n<\/tr>\n<tr>\n<td><b>398<b><\/td>\n<td>TABLE G2428.3(4) [504.3(4)] MASONRY CHIMNEY  <\/td>\n<\/tr>\n<tr>\n<td><b>399<b><\/td>\n<td>TABLE G2428.3.2 (504.3.2) MAXIMUM VENT CONNECTOR LENGTH  <\/td>\n<\/tr>\n<tr>\n<td><b>401<b><\/td>\n<td>SECTION G2429 (505) DIRECT-VENT\u201a INTEGRAL VENT\u201a MECHANICAL VENT AND VENTILATION\/EXHAUST HOOD VENTING <br \/> SECTION G2430 (506) FACTORY-BUILT CHIMNEYS <br \/> SECTION G2431 (601) SPECIFIC APPLIANCES <br \/> SECTION G2432 (602) DECORATIVE VENTED APPLIANCES FOR INSTALLATION IN FIREPLACES <br \/> SECTION G2433 (603) LOG LIGHTERS <br \/> SECTION G2434 (604) VENTED GAS FIREPLACES (DECORATIVE FIREPLACES) <br \/> SECTION G2435 (605) VENTED GAS FIREPLACE HEATERS <br \/> SECTION G2436 (608) VENTED WALL FURNACES  <\/td>\n<\/tr>\n<tr>\n<td><b>402<b><\/td>\n<td>SECTION G2437 (609) FLOOR FURNACES <br \/> SECTION G2438 (613) CLOTHES DRYERS <br \/> SECTION G2439 (614) CLOTHES DRYER EXHAUST  <\/td>\n<\/tr>\n<tr>\n<td><b>403<b><\/td>\n<td>SECTION G2440 (615) SAUNA HEATERS <br \/> SECTION G2441 (617) POOL AND SPA HEATERS <br \/> SECTION G2442 (618) FORCED-AIR WARM-AIR FURNACES  <\/td>\n<\/tr>\n<tr>\n<td><b>404<b><\/td>\n<td>SECTION G2443 (619) CONVERSION BURNERS <br \/> SECTION G2444 (620) UNIT HEATERS <br \/> SECTION G2445 (621) UNVENTED ROOM HEATERS  <\/td>\n<\/tr>\n<tr>\n<td><b>405<b><\/td>\n<td>SECTION G2446 (622) VENTED ROOM HEATERS <br \/> SECTION G2447 (623) COOKING APPLIANCES <br \/> SECTION G2448 (624) WATER HEATERS <br \/> SECTION G2449 (627) AIR CONDITIONING EQUIPMENT  <\/td>\n<\/tr>\n<tr>\n<td><b>406<b><\/td>\n<td>SECTION G2450 (628) ILLUMINATING APPLIANCES <br \/> SECTION G2451 (630) INFRARED RADIANT HEATERS <br \/> SECTION G2452 (631) BOILERS <br \/> SECTION G2453 (634) CHIMNEY DAMPER OPENING AREA <br \/> TABLE G2453.1 (634.1) FREE OPENING AREA OF CHIMNEY DAMPER FOR VENTING FLUE GASES FROM UNLISTED DECORATIVE APPLIANCES FOR INSTALLATION IN VENTED FIREPLACES <br \/> SECTION G2454 (633) STATIONARY FUEL CELL POWER PLANTS  <\/td>\n<\/tr>\n<tr>\n<td><b>407<b><\/td>\n<td>PART VII\u2014PLUMBING <br \/> CHAPTER 25 PLUMBING ADMINISTRATION <br \/> SECTION P2501 GENERAL <br \/> SECTION P2502 EXISTING PLUMBING SYSTEMS <br \/> SECTION P2503 INSPECTION AND TESTS  <\/td>\n<\/tr>\n<tr>\n<td><b>409<b><\/td>\n<td>CHAPTER 26 GENERAL PLUMBING REQUIREMENTS <br \/> SECTION P2601 GENERAL <br \/> SECTION P2602 INDIVIDUAL WATER SUPPLY AND SEWAGE DISPOSAL <br \/> SECTION P2603 STRUCTURAL AND PIPING PROTECTION  <\/td>\n<\/tr>\n<tr>\n<td><b>410<b><\/td>\n<td>SECTION P2604 TRENCHING AND BACKFILLING <br \/> FIGURE P2604.4 PIPE LOCATION WITH RESPECT TO FOOTINGS <br \/> TABLE P2605.1 PIPING SUPPORT  <\/td>\n<\/tr>\n<tr>\n<td><b>411<b><\/td>\n<td>SECTION P2605 SUPPORT <br \/> SECTION P2606 WATERPROOFING OF OPENINGS <br \/> SECTION P2607 WORKMANSHIP <br \/> SECTION P2608 MATERIALS EVALUATION AND LISTING  <\/td>\n<\/tr>\n<tr>\n<td><b>412<b><\/td>\n<td>TABLE P2608.4 PRODUCTS AND MATERIALS REQUIRING THIRD-PARTY TESTING AND THIRD-PARTY CERTIFICATION  <\/td>\n<\/tr>\n<tr>\n<td><b>413<b><\/td>\n<td>CHAPTER 27 PLUMBING FIXTURES <br \/> SECTION P2701 FIXTURES\u201a FAUCETS AND FIXTURE FITTINGS <br \/> SECTION P2702 FIXTURE ACCESSORIES <br \/> SECTION P2703 TAIL PIECES <br \/> SECTION P2704 ACCESS TO CONNECTIONS <br \/> SECTION P2705 INSTALLATION <br \/> SECTION P2706 WASTE RECEPTORS  <\/td>\n<\/tr>\n<tr>\n<td><b>414<b><\/td>\n<td>TABLE P2701.1 PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>415<b><\/td>\n<td>SECTION P2707 DIRECTIONAL FITTINGS <br \/> SECTION P2708 SHOWERS <br \/> SECTION P2709 SHOWER RECEPTORS  <\/td>\n<\/tr>\n<tr>\n<td><b>416<b><\/td>\n<td>SECTION P2710 SHOWER WALLS <br \/> SECTION P2711 LAVATORIES <br \/> SECTION P2712 WATER CLOSETS <br \/> SECTION P2713 BATHTUBS <br \/> SECTION P2714 SINKS  <\/td>\n<\/tr>\n<tr>\n<td><b>417<b><\/td>\n<td>SECTION P2715 LAUNDRY TUBS <br \/> SECTION P2716 FOOD WASTE GRINDER <br \/> SECTION P2717 DISHWASHING MACHINES <br \/> SECTION P2718 CLOTHES WASHING MACHINE <br \/> SECTION P2719 FLOOR DRAINS <br \/> SECTION P2720 WHIRLPOOL BATHTUBS <br \/> SECTION P2721 BIDET INSTALLATIONS <br \/> SECTION P2722 FIXTURE FITTING  <\/td>\n<\/tr>\n<tr>\n<td><b>418<b><\/td>\n<td>SECTION P2723 MACERATING TOILET SYSTEMS <br \/> SECTION P2724 SPECIALTY TEMPERATURE CONTROL DEVICES AND VALVES  <\/td>\n<\/tr>\n<tr>\n<td><b>419<b><\/td>\n<td>CHAPTER 28 WATER HEATERS <br \/> SECTION P2801 GENERAL <br \/> SECTION P2802 WATER HEATERS USED FOR SPACE HEATING <br \/> SECTION P2803 RELIEF VALVES  <\/td>\n<\/tr>\n<tr>\n<td><b>421<b><\/td>\n<td>CHAPTER 29 WATER SUPPLY AND DISTRIBUTION <br \/> SECTION P2901 GENERAL <br \/> SECTION P2902 PROTECTION OF POTABLE WATER SUPPLY  <\/td>\n<\/tr>\n<tr>\n<td><b>422<b><\/td>\n<td>TABLE P2902.3 APPLICATION FOR BACKFLOW PREVENTERS <br \/> TABLE P2902.3.1 MINIMUM AIR GAPS  <\/td>\n<\/tr>\n<tr>\n<td><b>423<b><\/td>\n<td>SECTION P2903 WATER-SUPPLY SYSTEM <br \/> TABLE P2903.1 REQUIRED CAPACITIES AT POINT OF OUTLET DISCHARGE  <\/td>\n<\/tr>\n<tr>\n<td><b>424<b><\/td>\n<td>TABLE P2903.2 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGSb <br \/> TABLE P2903.6 WATER-SUPPLY FIXTURE\u2014UNIT VALUES FOR VARIOUS PLUMBING FIXTURES AND FIXTURE GROUPS  <\/td>\n<\/tr>\n<tr>\n<td><b>425<b><\/td>\n<td>TABLE P2903.6(1) CONVERSIONS FROM WATER SUPPLY FIXTURE UNIT TO GALLON PER MINUTE FLOW RATES  <\/td>\n<\/tr>\n<tr>\n<td><b>426<b><\/td>\n<td>TABLE P2903.7 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES  <\/td>\n<\/tr>\n<tr>\n<td><b>427<b><\/td>\n<td>TABLE P2903.7\u2014continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES <br \/> TABLE P2903.8.1 MANIFOLD SIZING  <\/td>\n<\/tr>\n<tr>\n<td><b>428<b><\/td>\n<td>FIGURE P2903.10 TYPICAL FROSTPROOF HOSE BIBB INSTALLATION NOT REQUIRING SEPARATE VALUE <br \/> SECTION P2904 MATERIALS\u201a JOINTS AND CONNECTIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>429<b><\/td>\n<td>TABLE P2904.4 WATER SERVICE PIPE <br \/> TABLE P2904.5 WATER DISTRIBUTION PIPE  <\/td>\n<\/tr>\n<tr>\n<td><b>430<b><\/td>\n<td>TABLE P2904.6 PIPE FITTINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>431<b><\/td>\n<td>SECTION P2905 CHANGES IN DIRECTION  <\/td>\n<\/tr>\n<tr>\n<td><b>432<b><\/td>\n<td>SECTION P2906 SUPPORT <br \/> SECTION P2907 DRINKING WATER TREATMENT UNITS  <\/td>\n<\/tr>\n<tr>\n<td><b>433<b><\/td>\n<td>CHAPTER 30 SANITARY DRAINAGE <br \/> SECTION P3001 GENERAL <br \/> SECTION P3002 MATERIALS <br \/> TABLE P3002.1(1) ABOVE-GROUND DRAINAGE AND VENT PIPE  <\/td>\n<\/tr>\n<tr>\n<td><b>434<b><\/td>\n<td>TABLE P3002.1(2) UNDERGROUND BUILDING DRAINAGE AND VENT PIPE <br \/> TABLE P3002.2 BUILDING SEWER PIPE  <\/td>\n<\/tr>\n<tr>\n<td><b>435<b><\/td>\n<td>TABLE P3002.3 PIPE FITTINGS <br \/> SECTION P3003 JOINTS AND CONNECTIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>438<b><\/td>\n<td>SECTION P3004 DETERMINING DRAINAGE FIXTURE UNITS <br \/> TABLE P3004.1 DRAINAGE FIXTURE UNIT (d.f.u.) VALUES FOR VARIOUS PLUMBING FIXTURES <br \/> SECTION P3005 DRAINAGE SYSTEM <br \/> TABLE P3005.1 FITTINGS FOR CHANGE IN DIRECTION  <\/td>\n<\/tr>\n<tr>\n<td><b>440<b><\/td>\n<td>TABLE P3005.4.1 MAXIMUM FIXTURE UNITS ALLOWED TO BE CONNECTED TO BRANCHES AND STACKS <br \/> TABLE P3005.4.2 MAXIMUM NUMBER OF FIXTURE UNITS ALLOWED TO BE CONNECTED TO THE BUILDING DRAIN, BUILDING DRAIN BRANCHES OR THE BUILDING SEWER <br \/> SECTION P3006 SIZING OF DRAIN PIPE OFFSETS  <\/td>\n<\/tr>\n<tr>\n<td><b>441<b><\/td>\n<td>SECTION P3007 SUMPS AND EJECTORS <br \/> SECTION P3008 BACKWATER VALVES  <\/td>\n<\/tr>\n<tr>\n<td><b>443<b><\/td>\n<td>CHAPTER 31 VENTS <br \/> SECTION P3101 VENT SYSTEMS <br \/> SECTION P3102 VENT STACKS AND STACK VENTS <br \/> SECTION P3103 VENT TERMINALS <br \/> SECTION P3104 VENT CONNECTIONS AND GRADES  <\/td>\n<\/tr>\n<tr>\n<td><b>444<b><\/td>\n<td>SECTION P3105 FIXTURE VENTS <br \/> TABLE P3105.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT <br \/> SECTION P3106 INDIVIDUAL VENT <br \/> SECTION P3107 COMMON VENT <br \/> TABLE P3107.3 COMMON VENT SIZES <br \/> SECTION P3108 WET VENTING <br \/> TABLE P3108. 3WET VENT SIZE  <\/td>\n<\/tr>\n<tr>\n<td><b>445<b><\/td>\n<td>SECTION P3109 WASTE STACK VENT <br \/> TABLE P3109.4 WASTE STACK VENT SIZE <br \/> SECTION P3110 CIRCUIT VENTING <br \/> SECTION P3111 COMBINATION WASTE AND VENT SYSTEM  <\/td>\n<\/tr>\n<tr>\n<td><b>446<b><\/td>\n<td>TABLE P3111.3 SIZE OF COMBINATION WASTE AND VENT PIPE <br \/> SECTION P3112 ISLAND FIXTURE VENTING <br \/> SECTION P3113 VENT PIPE SIZING <br \/> TABLE P3113.4.1 SIZE AND LENGTH OF SUMP VENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>447<b><\/td>\n<td>FIGURE P3108.1(1) TYPICAL SINGLE-BATH WENT-VENT ARRANGEMENTS <br \/> SECTION P3114 AIR ADMITTANCE VALVES  <\/td>\n<\/tr>\n<tr>\n<td><b>448<b><\/td>\n<td>FIGURE P3108.1(2) TYPICAL DOUBLE-BATH WENT-VENT ARRANGEMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>449<b><\/td>\n<td>FIGURE P3108.1(3) TYPICAL HORIZONTAL WET VENTING  <\/td>\n<\/tr>\n<tr>\n<td><b>450<b><\/td>\n<td>FIGURE P3108.1(4) TYPICAL METHODS OF WET VENTING  <\/td>\n<\/tr>\n<tr>\n<td><b>451<b><\/td>\n<td>FIGURE P3108.1(5) SINGLE-STACK SYSTEM FOR A TWO-STORY DWELLING  <\/td>\n<\/tr>\n<tr>\n<td><b>452<b><\/td>\n<td>FIGURE P3109.2 WET STACK VENTING <br \/> FIGURE P3110.4 CIRCUIT VENT WITH ADDITIONAL NONCIRCUIT VENTED BRANCHES  <\/td>\n<\/tr>\n<tr>\n<td><b>453<b><\/td>\n<td>CHAPTER 32 TRAPS <br \/> SECTION P3201 FIXTURE TRAPS <br \/> TABLE P3201.7 SIZE OF TRAPS AND TRAP ARMS FOR PLUMBING FIXTURES  <\/td>\n<\/tr>\n<tr>\n<td><b>455<b><\/td>\n<td>PART VIII\u2014ELECTRICAL <br \/> CHAPTER 33 GENERAL REQUIREMENTS <br \/> SECTION E3301 GENERAL  <\/td>\n<\/tr>\n<tr>\n<td><b>456<b><\/td>\n<td>SECTION E3302 BUILDING STRUCTURE PROTECTION <br \/> SECTION E3303 INSPECTION AND APPROVAL <br \/> SECTION E3304 GENERAL EQUIPMENT REQUIREMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>457<b><\/td>\n<td>TABLE E3304.4 ENCLOSURE SELECTION <br \/> SECTION E3305 EQUIPMENT LOCATION AND CLEARANCES  <\/td>\n<\/tr>\n<tr>\n<td><b>458<b><\/td>\n<td>FIGURE E3305.1 WORKING SPACE AND CLEARANCES  <\/td>\n<\/tr>\n<tr>\n<td><b>459<b><\/td>\n<td>SECTION E3306 ELECTRICAL CONDUCTORS AND CONNECTIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>460<b><\/td>\n<td>SECTION E3307 CONDUCTOR AND TERMINAL IDENTIFICATION  <\/td>\n<\/tr>\n<tr>\n<td><b>461<b><\/td>\n<td>CHAPTER 34 ELECTRICAL DEFINITIONS <br \/> SECTION E3401 GENERAL  <\/td>\n<\/tr>\n<tr>\n<td><b>465<b><\/td>\n<td>CHAPTER 35 SERVICES <br \/> SECTION E3501 GENERAL SERVICES <br \/> SECTION E3502 SERVICE SIZE AND RATING <br \/> TABLE E3502.2 MINIMUM SERVICE LOAD CALCULATION  <\/td>\n<\/tr>\n<tr>\n<td><b>466<b><\/td>\n<td>SECTION E3503 SERVICE, FEEDER AND GROUNDING ELECTRODE CONDUCTOR SIZING <br \/> TABLE E3503.1 SERVICE CONDUCTOR AND GROUNDING ELECTRODE CONDUCTOR SIZING  <\/td>\n<\/tr>\n<tr>\n<td><b>467<b><\/td>\n<td>SECTION E3504 OVERHEAD SERVICE-DROP AND SERVICE CONDUCTOR INSTALLATION <br \/> FIGURE E3504.1 CLEARANCES FROM BUILDING OPENINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>468<b><\/td>\n<td>FIGURE E3504.2.1 CLEARANCES FROM ROOFS  <\/td>\n<\/tr>\n<tr>\n<td><b>469<b><\/td>\n<td>SECTION E3505 SERVICE-ENTRANCE CONDUCTORS <br \/> SECTION E3506 SERVICE EQUIPMENT\u2014GENERAL  <\/td>\n<\/tr>\n<tr>\n<td><b>470<b><\/td>\n<td>SECTION E3507 SYSTEM GROUNDING <br \/> SECTION E3508 GROUNDING ELECTRODE SYSTEM  <\/td>\n<\/tr>\n<tr>\n<td><b>471<b><\/td>\n<td>SECTION E3509 BONDING  <\/td>\n<\/tr>\n<tr>\n<td><b>472<b><\/td>\n<td>SECTION E3510 GROUNDING ELECTRODE CONDUCTORS  <\/td>\n<\/tr>\n<tr>\n<td><b>473<b><\/td>\n<td>SECTION E3511 GROUNDING ELECTRODE CONDUCTOR CONNECTION TO THE GROUNDING ELECTRODES  <\/td>\n<\/tr>\n<tr>\n<td><b>475<b><\/td>\n<td>CHAPTER 36 BRANCH CIRCUIT AND FEEDER REQUIREMENTS <br \/> SECTION E3601 GENERAL <br \/> SECTION E3602 BRANCH CIRCUIT RATINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>476<b><\/td>\n<td>TABLE E3602.13 BRANCH-CIRCUIT REQUIREMENTS\u2014SUMMARYa,b <br \/> SECTION E3603 REQUIRED BRANCH CIRCUITS  <\/td>\n<\/tr>\n<tr>\n<td><b>477<b><\/td>\n<td>SECTION E3604 FEEDER REQUIREMENTS <br \/> TABLE E3604.2(1) FEEDER LOAD CALCULATION <br \/> TABLE E3604.2(2) DEMAND LOADS FOR ELECTRIC RANGES, WALL-MOUNTED OVENS, COUNTER-MOUNTED COOKING UNITS AND OTHER COOKING APPLIANCES OVER 13\/4 kVA RATING  <\/td>\n<\/tr>\n<tr>\n<td><b>478<b><\/td>\n<td>SECTION E3605 CONDUCTOR SIZING AND OVERCURRENT PROTECTION <br \/> TABLE E3605.1 ALLOWABLE AMPACITIES  <\/td>\n<\/tr>\n<tr>\n<td><b>479<b><\/td>\n<td>TABLE E3605.2 AMBIENT TEMPERATURE CORRECTION FACTORS <br \/> TABLE E3605.3 CONDUCTOR PROXIMITY ADJUSTMENT FACTORS  <\/td>\n<\/tr>\n<tr>\n<td><b>480<b><\/td>\n<td>TABLE E3605.5.3 OVERCURRENT-PROTECTION RATING <br \/> SECTION E3606 PANELBOARDS  <\/td>\n<\/tr>\n<tr>\n<td><b>483<b><\/td>\n<td>CHAPTER 37 WIRING METHODS <br \/> SECTION E3701 GENERAL REQUIREMENTS <br \/> TABLE E3701.2 ALLOWABLE WIRING METHODS <br \/> SECTION E3702 ABOVE-GROUND INSTALLATION REQUIREMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>484<b><\/td>\n<td>TABLE E3701.4 ALLOWABLE APPLICATIONS FOR WIRING METHODS <br \/> SECTION E3703 UNDERGROUND INSTALLATION REQUIREMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>485<b><\/td>\n<td>TABLE E3702.1 GENERAL INSTALLATION AND SUPPORT REQUIREMENTS FOR WIRING METHODS  <\/td>\n<\/tr>\n<tr>\n<td><b>486<b><\/td>\n<td>TABLE E3703.1 MINIMUM COVER REQUIREMENTS, BURIAL IN INCHES  <\/td>\n<\/tr>\n<tr>\n<td><b>487<b><\/td>\n<td>CHAPTER 38 POWER AND LIGHTING DISTRIBUTION <br \/> SECTION E3801 RECEPTACLE OUTLETS <br \/> FIGURE E3801.2 GENERAL USE RECEPTACLE DISTRIBUTION  <\/td>\n<\/tr>\n<tr>\n<td><b>488<b><\/td>\n<td>FIGURE E3801.4 COUNTERTOP RECEPTACLES  <\/td>\n<\/tr>\n<tr>\n<td><b>489<b><\/td>\n<td>FIGURE E3801.4.1 DETERMINATION OF AREA BEHIND SINK OR RANGE <br \/> SECTION E3802 GROUND-FAULT AND ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION  <\/td>\n<\/tr>\n<tr>\n<td><b>490<b><\/td>\n<td>SECTION E3803 LIGHTING OUTLETS <br \/> SECTION E3804 GENERAL INSTALLATION REQUIREMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>491<b><\/td>\n<td>SECTION E3805 BOXES, CONDUIT BODIES AND FITTINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>492<b><\/td>\n<td>TABLE E3804.6(1) MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL METALLIC TUBING (EMT)a  <\/td>\n<\/tr>\n<tr>\n<td><b>493<b><\/td>\n<td>TABLE E3804.6(2) MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL NONMETALLIC TUBING (ENT)a  <\/td>\n<\/tr>\n<tr>\n<td><b>494<b><\/td>\n<td>TABLE E3804.6(3) MAXIMUM NUMBER OF CONDUCTORS IN FLEXIBLE METALLIC CONDUIT (FMC)a  <\/td>\n<\/tr>\n<tr>\n<td><b>495<b><\/td>\n<td>TABLE E3804.6(4) MAXIMUM NUMBER OF CONDUCTORS IN INTERMEDIATE METALLIC CONDUIT (IMC)a  <\/td>\n<\/tr>\n<tr>\n<td><b>496<b><\/td>\n<td>TABLE E3804.6(5) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-B)a  <\/td>\n<\/tr>\n<tr>\n<td><b>497<b><\/td>\n<td>TABLE E3804.6(6) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-A)a  <\/td>\n<\/tr>\n<tr>\n<td><b>498<b><\/td>\n<td>TABLE E3804.6(7) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE METAL CONDUIT (LFMC)a  <\/td>\n<\/tr>\n<tr>\n<td><b>499<b><\/td>\n<td>TABLE E3804.6(8) MAXIMUM NUMBER OF CONDUCTORS IN RIGID METAL CONDUIT (RMC)a  <\/td>\n<\/tr>\n<tr>\n<td><b>500<b><\/td>\n<td>TABLE E3804.6(9) MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT, SCHEDULE 80 (PVC-80)a  <\/td>\n<\/tr>\n<tr>\n<td><b>501<b><\/td>\n<td>TABLE E3804.6(10) MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT SCHEDULE 40 (PVC-40)a  <\/td>\n<\/tr>\n<tr>\n<td><b>503<b><\/td>\n<td>TABLE E3805.13.1 MAXIMUM NUMBER OF CONDUCTORS IN METAL BOXESa  <\/td>\n<\/tr>\n<tr>\n<td><b>504<b><\/td>\n<td>TABLE E3805.13.2.1 VOLUME ALLOWANCE REQUIRED PER CONDUCTOR <br \/> SECTION E3806 INSTALLATION OF BOXES, CONDUIT BODIES AND FITTINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>506<b><\/td>\n<td>SECTION E3807 CABINETS AND PANELBOARDS <br \/> TABLE E3807.8 PERCENT OF CROSS SECTION OF CONDUIT AND TUBING FOR CONDUCTORS <br \/> SECTION E3808 GROUNDING  <\/td>\n<\/tr>\n<tr>\n<td><b>508<b><\/td>\n<td>TABLE E3808.12E QUIPMENT GROUNDING CONDUCTOR SIZING  <\/td>\n<\/tr>\n<tr>\n<td><b>509<b><\/td>\n<td>SECTION E3809 FLEXIBLE CORDS  <\/td>\n<\/tr>\n<tr>\n<td><b>510<b><\/td>\n<td>TABLE E3809.2 MAXIMUM AMPERE LOAD FOR FLEXIBLE CORDS  <\/td>\n<\/tr>\n<tr>\n<td><b>511<b><\/td>\n<td>CHAPTER 39 DEVICES AND LUMINAIRES <br \/> SECTION E3901 SWITCHES  <\/td>\n<\/tr>\n<tr>\n<td><b>512<b><\/td>\n<td>SECTION E3902 RECEPTACLES <br \/> TABLE E3902.1.2 RECEPTACLE RATINGS FOR VARIOUS SIZE MULTI-OUTLET CIRCUITS  <\/td>\n<\/tr>\n<tr>\n<td><b>513<b><\/td>\n<td>SECTION E3903 FIXTURES  <\/td>\n<\/tr>\n<tr>\n<td><b>514<b><\/td>\n<td>FIGURE E3903.12 CLOSET STORAGE SPACE <br \/> SECTION E3904 LUMINAIRE INSTALLATION  <\/td>\n<\/tr>\n<tr>\n<td><b>515<b><\/td>\n<td>SECTION E3905 TRACK LIGHTING  <\/td>\n<\/tr>\n<tr>\n<td><b>517<b><\/td>\n<td>CHAPTER 40 APPLIANCE INSTALLATION <br \/> SECTION E4001 GENERAL <br \/> TABLE E4001.3 FLEXIBLE CORD LENGTH  <\/td>\n<\/tr>\n<tr>\n<td><b>518<b><\/td>\n<td>TABLE E4001.5\u2014 DISCONNECTING MEANS  <\/td>\n<\/tr>\n<tr>\n<td><b>519<b><\/td>\n<td>CHAPTER 41 SWIMMING POOLS <br \/> SECTION E4101 GENERAL <br \/> SECTION E4102 WIRING METHODS FOR POOLS, SPAS, HOT TUBS AND HYDROMASSAGE BATHTUBS  <\/td>\n<\/tr>\n<tr>\n<td><b>520<b><\/td>\n<td>TABLE E4102.1 ALLOWABLE APPLICATIONS FOR WIRING METHODS  <\/td>\n<\/tr>\n<tr>\n<td><b>521<b><\/td>\n<td>SECTION E4103 EQUIPMENT LOCATION AND CLEARANCES  <\/td>\n<\/tr>\n<tr>\n<td><b>522<b><\/td>\n<td>TABLE E4103.5 OVERHEAD CONDUCTOR CLEARANCES <br \/> TABLE E4103.6 MINIMUM BURIAL DEPTHS <br \/> SECTION E4104 BONDING  <\/td>\n<\/tr>\n<tr>\n<td><b>524<b><\/td>\n<td>SECTION E4105 GROUNDING  <\/td>\n<\/tr>\n<tr>\n<td><b>525<b><\/td>\n<td>SECTION E4106 EQUIPMENT INSTALLATION  <\/td>\n<\/tr>\n<tr>\n<td><b>527<b><\/td>\n<td>SECTION E4107 STORABLE SWIMMING POOLS  <\/td>\n<\/tr>\n<tr>\n<td><b>528<b><\/td>\n<td>SECTION E4108 SPAS AND HOT TUBS <br \/> SECTION E4109 HYDROMASSAGE BATHTUBS  <\/td>\n<\/tr>\n<tr>\n<td><b>531<b><\/td>\n<td>CHAPTER 42 CLASS 2 REMOTE-CONTROL, SIGNALING AND POWER-LIMITED CIRCUITS <br \/> SECTION E4201 GENERAL <br \/> SECTION E4202 POWER SOURCES <br \/> SECTION E4203 WIRING METHODS <br \/> TABLE E4203.2 CABLE USES AND PERMITTED SUBSTITUTIONS <br \/> SECTION E4204 INSTALLATION REQUIREMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>533<b><\/td>\n<td>PART IX\u2014REFERENCED STANDARDS <br \/> CHAPTER 43 REFERENCED STANDARDS <br \/> AAMA <br \/> ACCA <br \/> ACI  <\/td>\n<\/tr>\n<tr>\n<td><b>534<b><\/td>\n<td>AF&amp;PA <br \/> AHA <br \/> AISI <br \/> AITC <br \/> ANSI  <\/td>\n<\/tr>\n<tr>\n<td><b>536<b><\/td>\n<td>APA <br \/> APSP <br \/> ASCE <br \/> ASHRAE <br \/> ASME  <\/td>\n<\/tr>\n<tr>\n<td><b>537<b><\/td>\n<td>ASSE  <\/td>\n<\/tr>\n<tr>\n<td><b>538<b><\/td>\n<td>ASTM  <\/td>\n<\/tr>\n<tr>\n<td><b>545<b><\/td>\n<td>AWPA <br \/> AWS  <\/td>\n<\/tr>\n<tr>\n<td><b>546<b><\/td>\n<td>AWWA <br \/> CGSB <br \/> CISPI <br \/> CPSC  <\/td>\n<\/tr>\n<tr>\n<td><b>547<b><\/td>\n<td>CSA  <\/td>\n<\/tr>\n<tr>\n<td><b>548<b><\/td>\n<td>CSSB <br \/> DOC <br \/> DOTn <br \/> FEMA <br \/> FM  <\/td>\n<\/tr>\n<tr>\n<td><b>549<b><\/td>\n<td>GA <br \/> HPVA <br \/> ICC <br \/> ISO <br \/> MSSVFI  <\/td>\n<\/tr>\n<tr>\n<td><b>550<b><\/td>\n<td>NAIMA <br \/> NCMA <br \/> NFPA <br \/> NFRC  <\/td>\n<\/tr>\n<tr>\n<td><b>551<b><\/td>\n<td>NSF <br \/> NYSDEC <br \/> NYSDOH <br \/> SAE <br \/> SMACNA  <\/td>\n<\/tr>\n<tr>\n<td><b>552<b><\/td>\n<td>TMS <br \/> TPI <br \/> UL  <\/td>\n<\/tr>\n<tr>\n<td><b>553<b><\/td>\n<td>ULC <br \/> WDMA  <\/td>\n<\/tr>\n<tr>\n<td><b>555<b><\/td>\n<td>APPENDIX A (IFGS) SIZING AND CAPACITIES OF GAS PIPING <br \/> SECTION A1 GENERAL PIPING CONSIDERATIONS <br \/> SECTION A2 DESCRIPTION OF TABLES  <\/td>\n<\/tr>\n<tr>\n<td><b>556<b><\/td>\n<td>TABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES  <\/td>\n<\/tr>\n<tr>\n<td><b>557<b><\/td>\n<td>TABLE A.2.2\u2014continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES  <\/td>\n<\/tr>\n<tr>\n<td><b>558<b><\/td>\n<td>TABLE A.2.4 MULTIPLIERS TO BE USED WITH TABLES G2413.4(1) THROUGH G2413.4(8) WHERE THE SPECIFIC GRAVITY OF THE GAS IS OTHER THAN 0.60 <br \/> SECTION A3 USE OF CAPACITY TABLES  <\/td>\n<\/tr>\n<tr>\n<td><b>560<b><\/td>\n<td>TABLE A.3.4 THOUSANDS OF Btu\/h (MBH) OF NATURAL GAS PER 100 FEET OF PIPE AT VARIOUS PRESSURE DROPS AND PIPE DIAMETERS <br \/> SECTION A4 USE OF SIZING EQUATIONS <br \/> SECTION A5 PIPE AND TUBE DIAMETERS  <\/td>\n<\/tr>\n<tr>\n<td><b>561<b><\/td>\n<td>TABLE A.5.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES <br \/> TABLE A.5.2 COPPER TUBE STANDARD SIZES <br \/> SECTION A6 USE OF SIZING CHARTS  <\/td>\n<\/tr>\n<tr>\n<td><b>562<b><\/td>\n<td>FIGURE A.6(a) CAPACITY OF NATURAL GAS PIPING, LOW PRESSURE (0.60 WC)  <\/td>\n<\/tr>\n<tr>\n<td><b>563<b><\/td>\n<td>FIGURE A.6 (b) CAPACITY OF NATURAL GAS PIPING, HIGH PRESSURE (1.5 psi and above) <br \/> SECTION A7 EXAMPLES OF PIPING SYSTEM DESIGN AND SIZING  <\/td>\n<\/tr>\n<tr>\n<td><b>564<b><\/td>\n<td>FIGURE A.7.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM <br \/> FIGURE A.7.2 PIPING PLAN SHOWING A CSST SYSTEM  <\/td>\n<\/tr>\n<tr>\n<td><b>565<b><\/td>\n<td>FIGURE A.7.3 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM <br \/> FIGURE A.7.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM  <\/td>\n<\/tr>\n<tr>\n<td><b>567<b><\/td>\n<td>APPENDIX B (IFGS) SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS <br \/> EXAMPLES USING SINGLE APPLIANCE VENTING TABLES <br \/> FIGURE B-1 TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A TYPE B DOUBLE-WALL VENT <br \/> FIGURE B-2 TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A SINGLE-WALL METAL VENT CONNECTOR  <\/td>\n<\/tr>\n<tr>\n<td><b>568<b><\/td>\n<td>FIGURE B-3 VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A MASONRY CHIMNEY OF TYPE B DOUBLE-WALL VENT CONNECTOR <br \/> FIGURE B-4 VENT SYSTEM SERVING A SINGLE APPLIANCE USING A MASONRY CHIMNEY AND A SINGLE-WALL METAL VENT CONNECTOR <br \/> FIGURE B-5 ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING A SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE <br \/> FIGURE B-6 VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND TYPE B DOUBLE-WALL VENT CONNECTOR  <\/td>\n<\/tr>\n<tr>\n<td><b>569<b><\/td>\n<td>FIGURE B-7 VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND SINGLE-WALL METAL VENT CONNECTORS <br \/> FIGURE B-8 MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT CONNECTOR <br \/> FIGURE B-9 MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH SINGLE-WALL METAL VENT CONNECTORS <br \/> FIGURE B-10 ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING TWO OR MORE DRAFT-HOOD-EQUIPPED APPLIANCES  <\/td>\n<\/tr>\n<tr>\n<td><b>570<b><\/td>\n<td>FIGURE B-11 USE OF MANIFOLD COMMON VENT CONNECTOR <br \/> FIGURE B-12 USE OF OFFSET COMMON VENT <br \/> FIGURE B-13 MULTISTORY GAS VENT DESIGN PROCEDURE FOR EACH SEGMENT OF SYSTEM <br \/> FIGURE B-14 MULTISTORY VENT SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>571<b><\/td>\n<td>FIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE <br \/> FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE  <\/td>\n<\/tr>\n<tr>\n<td><b>572<b><\/td>\n<td>EXAMPLES USING COMMON VENTING TABLES <br \/> FIGURE B-17 (EXAMPLE 4) COMMON VENTING TWO DRAFT- HOOD- EQUIPPED APPLIANCES <br \/> FIGURE B-18 (EXAMPLE 5A) COMMON VENTING A DRAFT HOOD WITH A FAN-ASSISTED FURNACE INTO A TYPE B DOUBLE-WALL COMMON VENT  <\/td>\n<\/tr>\n<tr>\n<td><b>574<b><\/td>\n<td>TABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa  <\/td>\n<\/tr>\n<tr>\n<td><b>575<b><\/td>\n<td>FIGURE B-19  <\/td>\n<\/tr>\n<tr>\n<td><b>577<b><\/td>\n<td>APPENDIX C PLUMBING SANITARY DRAINAGE FITTINGS <br \/> FIGURE 706.3 (1) COMPARISON OF DIFFERENT 1 1\/2-INCH LONG SWEEPS FOR VARIOUS PIPING MATERIALS <br \/> FIGURE 706.3(2) COMPARISON OF DIFFERENT 3-INCH COMBINATION WYE AND EIGHTH BEND FOR VARIOUS PIPING MATERIALS  <\/td>\n<\/tr>\n<tr>\n<td><b>578<b><\/td>\n<td>FIGURE 706.3(3) DRAINAGE PATTERN FITTINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>579<b><\/td>\n<td>FIGURE 706.3 (3)\u2014continued DRAINAGE PATTERN FITTINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>580<b><\/td>\n<td>FIGURE 706.3(4) DIFFERENCE BETWEEN PVC PLASTIC 1\/4-BEND SHORT SWEEP AND 1\/4-BEND VENT <br \/> FIGURE 706.3(5) BACK-TO-BACK BLOWOUT FIXTURES <br \/> FIGURE 706.3(6) HEEL INLET FITTINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>581<b><\/td>\n<td>FIGURE 706.3(7) COMBINATION TEES <br \/> FIGURE 706.3(8) FITTING USES  <\/td>\n<\/tr>\n<tr>\n<td><b>583<b><\/td>\n<td>APPENDIX D (IFGS) RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION  <\/td>\n<\/tr>\n<tr>\n<td><b>585<b><\/td>\n<td>APPENDIX E MANUFACTURED HOUSING USED AS DWELLINGS <br \/> SECTION E101 SCOPE <br \/> SECTION E102 APPLICATION TO EXISTING MANUFACTURED HOMES AND BUILDING SERVICE EQUIPMENT  <\/td>\n<\/tr>\n<tr>\n<td><b>586<b><\/td>\n<td>SECTION E201 DEFINITIONS <br \/> SECTION E301 RESERVED <br \/> SECTION E302 RESERVED <br \/> SECTION E303 RESERVED <br \/> SECTION E304 RESERVED <br \/> SECTION E305 RESERVED <br \/> SECTION E306 RESERVED <br \/> SECTION E307 RESERVED <br \/> SECTION E401 OCCUPANCY CLASSIFICATION  <\/td>\n<\/tr>\n<tr>\n<td><b>587<b><\/td>\n<td>SECTION E402 LOCATION ON PROPERTY <br \/> SECTION E501 DESIGN <br \/> SECTION E502 FOUNDATION SYSTEMS <br \/> SECTION E503 SKIRTING AND PERIMETER ENCLOSURES  <\/td>\n<\/tr>\n<tr>\n<td><b>588<b><\/td>\n<td>SECTION E504 STRUCTURAL ADDITIONS <br \/> SECTION E505 BUILDING SERVICE EQUIPMENT <br \/> SECTION E506 EXITS <br \/> SECTION E507 OCCUPANCY\u201a FIRE SAFETY AND ENERGY CONSERVATION STANDARDS <br \/> SECTION E600 SPECIAL REQUIREMENTS FOR FOUNDATION SYSTEMS <br \/> SECTION E601 FOOTINGS AND FOUNDATIONS <br \/> SECTION E602 PIER CONSTRUCTION <br \/> SECTION E603 HEIGHT OF PIERS  <\/td>\n<\/tr>\n<tr>\n<td><b>589<b><\/td>\n<td>SECTION E604 ANCHORAGE INSTALLATIONS <br \/> SECTION E605 TIES\u201a MATERIALS AND INSTALLATION  <\/td>\n<\/tr>\n<tr>\n<td><b>590<b><\/td>\n<td>SECTION E606 REFERENCED STANDARDS  <\/td>\n<\/tr>\n<tr>\n<td><b>591<b><\/td>\n<td>APPENDIX F RESERVED  <\/td>\n<\/tr>\n<tr>\n<td><b>593<b><\/td>\n<td>APPENDIX G SWIMMING POOLS, SPAS AND HOT TUBS <br \/> SECTION G101 GENERAL <br \/> SECTION G102 DEFINITIONS <br \/> SECTION G103 SWIMMING POOLS <br \/> SECTION G104 SPAS AND HOT TUBS <br \/> SECTION G105 BARRIER REQUIREMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>595<b><\/td>\n<td>SECTION G106 ENTRAPMENT PROTECTION FOR SWIMMING POOL AND SPA SUCTION OUTLETS <br \/> SECTION G107 SWIMMING POOL AND SPA ALARMS  <\/td>\n<\/tr>\n<tr>\n<td><b>596<b><\/td>\n<td>SECTION G108 ABBREVIATIONS <br \/> SECTION G109 STANDARDS  <\/td>\n<\/tr>\n<tr>\n<td><b>597<b><\/td>\n<td>APPENDIX H PATIO COVERS <br \/> SECTION H101 GENERAL <br \/> SECTION H102 DEFINITION <br \/> SECTION H103  PERMITTED USES <br \/> SECTION H104 DESIGN LOADS <br \/> SECTION H105 LIGHT AND VENTILATION\/EMERGENCY EGRESS <br \/> SECTION H106 FOOTINGS <br \/> SECTION H107 SPECIAL PROVISIONS FOR ALUMINUM SCREEN ENCLOSURES IN HURRICANE-PRONE REGIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>598<b><\/td>\n<td>TABLE AH107.4(1) DESIGN WIND PRESSURES FOR ALUMINUM SCREEN ENCLOSURE FRAMING WITH AN IMPORTANCE FACTOR OF 0.77 <br \/> TABLE AH107.4(2) HEIGHT ADJUSTMENT FACTORS  <\/td>\n<\/tr>\n<tr>\n<td><b>599<b><\/td>\n<td>APPENDIX I RESERVED  <\/td>\n<\/tr>\n<tr>\n<td><b>601<b><\/td>\n<td>APPENDIX J EXISTING BUILDINGS AND STRUCTURES <br \/> J1 ADMINISTRATION <br \/> SECTION J101 PURPOSE AND INTENT <br \/> SECTION J102 COMPLIANCE <br \/> SECTION J103 APPLICABILITY  <\/td>\n<\/tr>\n<tr>\n<td><b>602<b><\/td>\n<td>SECTION J104 ENERGY EFFICIENCY <br \/> SECTION J105 PRELIMINARY MEETING <br \/> SECTION J106 EVALUATION OF AN EXISTING BUILDING <br \/> J2 DEFINITIONS <br \/> SECTION J201 GENERAL <br \/> SECTION J202 GENERAL DEFINITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>603<b><\/td>\n<td>J3 CLASSIFICATION OF WORK <br \/> SECTION J301 GENERAL  <\/td>\n<\/tr>\n<tr>\n<td><b>604<b><\/td>\n<td>SECTION J302 REPAIRS <br \/> SECTION J303 ALTERATIONS\u2014LEVEL 1 <br \/> SECTION J304 ALTERATIONS\u2014LEVEL 2 <br \/> SECTION J305 CHANGE OF OCCUPANCY <br \/> SECTION J306 ADDITIONS <br \/> SECTION J307 HISTORIC BUILDINGS <br \/> SECTION J308 RELOCATED BUILDINGS <br \/> SECTION J309 REPLACEMENT <br \/> J4 REPAIRS <br \/> SECTION J401 GENERAL <br \/> SECTION J402 BUILDING ELEMENTS AND MATERIALS  <\/td>\n<\/tr>\n<tr>\n<td><b>605<b><\/td>\n<td>SECTION J403 FIRE AND LIFE-SAFETY PROTECTION <br \/> SECTION J404 STRUCTURAL <br \/> SECTION J405 MECHANICAL <br \/> SECTION J406 PLUMBING  <\/td>\n<\/tr>\n<tr>\n<td><b>606<b><\/td>\n<td>SECTION J407 ELECTRICAL <br \/> J5 ALTERATIONS\u2014LEVEL 1 <br \/> SECTION J501 GENERAL <br \/> SECTION J502 BUILDING ELEMENTS AND MATERIALS  <\/td>\n<\/tr>\n<tr>\n<td><b>607<b><\/td>\n<td>SECTION J503 MEANS OF EGRESS <br \/> SECTION J504 FIRE AND LIFE-SAFETY PROTECTION <br \/> SECTION J505 STRUCTURAL <br \/> SECTION J506 MECHANICAL <br \/> SECTION J507 PLUMBING <br \/> SECTION J508 ELECTRICAL  <\/td>\n<\/tr>\n<tr>\n<td><b>608<b><\/td>\n<td>J6 ALTERATIONS\u2014LEVEL 2 <br \/> SECTION J601 GENERAL <br \/> SECTION J602 BUILDING ELEMENTS AND MATERIALS <br \/> SECTION J603 MEANS OF EGRESS <br \/> SECTION J604 FIRE AND LIFE-SAFETY PROTECTION  <\/td>\n<\/tr>\n<tr>\n<td><b>609<b><\/td>\n<td>SECTION J605 STRUCTURAL <br \/> SECTION J606 MECHANICAL <br \/> SECTION J607 PLUMBING <br \/> SECTION J608 ELECTRICAL  <\/td>\n<\/tr>\n<tr>\n<td><b>610<b><\/td>\n<td>J7 CHANGE OF OCCUPANCY <br \/> SECTION J701 GENERAL <br \/> SECTION J702 COMPLIANCE <br \/> SECTION J703 FIRE AND LIFE-SAFETY PROTECTION  <\/td>\n<\/tr>\n<tr>\n<td><b>611<b><\/td>\n<td>J8 ADDITIONS <br \/> SECTION J801 GENERAL <br \/> SECTION J802 FIRE AND LIFE-SAFETY PROTECTION <br \/> SECTION J803 STRUCTURAL  <\/td>\n<\/tr>\n<tr>\n<td><b>612<b><\/td>\n<td>SECTION J804 MECHANICAL <br \/> SECTION J805 PLUMBING <br \/> SECTION J806 ELECTRICAL <br \/> J9 HISTORIC BUILDINGS <br \/> SECTION J901 GENERAL <br \/> SECTION J902 FIRE AND LIFE-SAFETY PROTECTION  <\/td>\n<\/tr>\n<tr>\n<td><b>613<b><\/td>\n<td>SECTION J903 BUILDING ELEMENTS AND MATERIALS <br \/> SECTION J904 STRUCTURAL <br \/> SECTION J905 REPAIRS <br \/> SECTION J906 ALTERATIONS <br \/> SECTION J907 CHANGE OF OCCUPANCY <br \/> SECTION J908 RELOCATED BUILDINGS <br \/> J10 RELOCATED OR MOVED BUILDINGS <br \/> SECTION J1001 GENERAL  <\/td>\n<\/tr>\n<tr>\n<td><b>614<b><\/td>\n<td>SECTION J1002 BUILDING ELEMENTS AND MATERIALS <br \/> SECTION J1003 FIRE AND LIFE-SAFETY PROTECTION <br \/> SECTION J1004 STRUCTURAL <br \/> J11 REPLACEMENT <br \/> SECTION J1101 GENERAL  <\/td>\n<\/tr>\n<tr>\n<td><b>615<b><\/td>\n<td>APPENDIX K SOUND TRANSMISSION <br \/> SECTION K101 GENERAL <br \/> SECTION K102 AIR-BORNE SOUND <br \/> SECTION K103 STRUCTURAL-BORNE SOUND <br \/> SECTION K104 REFERENCED STANDARDS  <\/td>\n<\/tr>\n<tr>\n<td><b>617<b><\/td>\n<td>APPENDIX L RESERVED  <\/td>\n<\/tr>\n<tr>\n<td><b>619<b><\/td>\n<td>APPENDIX M RESERVED  <\/td>\n<\/tr>\n<tr>\n<td><b>621<b><\/td>\n<td>APPENDIX N STRUCTURAL SAFETY  <\/td>\n<\/tr>\n<tr>\n<td><b>623<b><\/td>\n<td>APPENDIX O RESERVED  <\/td>\n<\/tr>\n<tr>\n<td><b>625<b><\/td>\n<td>APPENDIX P RESERVED  <\/td>\n<\/tr>\n<tr>\n<td><b>627<b><\/td>\n<td>APPENDIX Q RESERVED  <\/td>\n<\/tr>\n<tr>\n<td><b>629<b><\/td>\n<td>INDEX  <\/td>\n<\/tr>\n<tr>\n<td><b>642<b><\/td>\n<td>HELPFUL LINKS  <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"<p><b>Residential 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>642<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":28059,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2744],"product_tag":[],"class_list":{"0":"post-28058","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\/28058","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\/28059"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=28058"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=28058"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=28058"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}