VA VARC 2009
$57.96
Virginia Residential Code
| Published By | Publication Date | Number of Pages |
| VA | 2009 | 873 |
This is a fully integrated code based on the 2009 International Residential Code.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2009 VIRGINIA RESIDENTIAL CODE |
| 2 | VIRGINIA RESIDENTIAL CODE EXCERPTS FROM THE VIRGINIA CONSTRUCTON CODE FOR RESIDENTIAL WORK TITLE PAGE |
| 3 | COPYRIGHT |
| 4 | PREFACE |
| 6 | TABLE OF CONTENTS |
| 14 | CHAPTER 1 – ADMINISTRATION SECTION 101 GENERAL SECTION 102 PURPOSE AND SCOPE SECTION 103 APPLICATION OF CODE |
| 16 | SECTION 104 ENFORCEMENT, GENERALLY |
| 17 | SECTION 105 LOCAL BUILDING DEPARTMENT |
| 18 | SECTION 106 POWERS AND DUTIES OF THE BUILDING OFFICIAL SECTION 107 FEES SECTION 108 APPLICATION FOR PERMIT |
| 20 | SECTION 109 CONSTRUCTION DOCUMENTS |
| 21 | SECTION 110 PERMITS |
| 22 | SECTION 111 RDP SERVICES SECTION 112 WORKMANSHIP, MATERIALS AND EQUIPMENT |
| 23 | SECTION 113 INSPECTIONS |
| 24 | SECTION 114 STOP WORK ORDERS SECTION 115 VIOLATIONS |
| 25 | SECTION 116 CERTIFICATES OF OCCUPANCY SECTION 117 TEMPORARY AND MOVED BUILDINGS AND STRUCTURES; DEMOLITION |
| 26 | SECTION 118 BUILDINGS AND STRUCTURES BECOMING UNSAFE DURING CONSTRUCTION |
| 27 | SECTION 119 APPEALS |
| 30 | PART II—DEFINITIONS CHAPTER 2 – DEFINITIONS SECTION R201 GENERAL SECTION R202 DEFINITIONS |
| 44 | PART III- BUILDING PLANNING AND CONSTRUCTION CHAPTER 3 – BUILDING PLANNING SECTION R301 DESIGN CRITERIA |
| 45 | TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA |
| 46 | TABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (psf)a, b, c, d, e |
| 47 | TABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2) FIGURE R301.2(1) ISOLINES OF THE 971/2 PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES ( F) |
| 48 | FIGURE R301.2(2) SEISMIC DESIGN CATEGORIES—SITE CLASS D |
| 49 | FIGURE R301.2(2) —continued SEISMIC DESIGN CATEGORIES—SITE CLASS D |
| 50 | FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D |
| 51 | FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D |
| 52 | FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D |
| 53 | FIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETE |
| 54 | FIGURE R301.2(4) BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL |
| 55 | FIGURE R301.2(4)—continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL |
| 56 | FIGURE R301.2(4)—continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL |
| 57 | FIGURE R301.2(4)—continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL |
| 58 | FIGURE R301.2(4)—continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL |
| 59 | FIGURE R301.2(5) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb/ft2) |
| 60 | FIGURE R301.2(5)—continued GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb/ft2) |
| 61 | FIGURE R301.2(6) TERMITE INFESTATION PROBABILITY MAP |
| 62 | FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES |
| 63 | TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d TABLE R301.2.1.3 EQUIVALENT BASIC WIND SPEEDSa |
| 64 | TABLE R301.2.1.5.1 BASIC WIND MODIFICATION FOR TOPOGRAPHIC WIND EFFECT FIGURE R301.2.1.5.1(1) TOPOGRAPHIC FEATURES FOR WIND SPEED-UP EFFECT |
| 65 | FIGURE R301.2.1.5.1(2) ILLUSTRATION OF WHERE ON A TOPOGRAPHIC FEATURE, WIND SPEED INCREASE IS APPLIED FIGURE R301.2.1.5.1(3) ILLUSTRATION OF UPWIND OBSTRUCTION TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION |
| 66 | TABLE R301.2.2.2.1 WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOADa |
| 68 | TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS |
| 69 | TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSa, b, c, d, e SECTION R302 FIRE-RESISTANT CONSTRUCTION |
| 70 | TABLE R302.1 EXTERIOR WALLS |
| 72 | TABLE R302.6 DWELLING/GARAGE SEPARATION |
| 74 | SECTION R303 LIGHT, VENTILATION AND HEATING |
| 75 | SECTION R304 MINIMUM ROOM AREAS SECTION R305 CEILING HEIGHT SECTION R306 SANITATION |
| 76 | SECTION R307 TOILET, BATH AND SHOWER SPACES FIGURE R307.1 MINIMUM FIXTURE CLEARANCES SECTION R308 GLAZING |
| 77 | TABLE R308.3.1(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201 TABLE R308.3.1(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 |
| 79 | SECTION R309 GARAGES AND CARPORTS SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS |
| 80 | SECTION R311 MEANS OF EGRESS |
| 82 | SECTION R312 GUARDS |
| 83 | SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS SECTION R314 SMOKE ALARMS |
| 84 | SECTION R315 CARBON MONOXIDE ALARMS SECTION R316 FOAM PLASTIC |
| 85 | SECTION R317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY |
| 87 | SECTION R318 PROTECTION AGAINST SUBTERRANEAN TERMITES SECTION R319 SITE ADDRESS |
| 88 | SECTION R320 ACCESSIBILITY SECTION R321 ELEVATORS AND PLATFORM LIFTS SECTION R322 FLOOD-RESISTANT CONSTRUCTION |
| 91 | SECTION R323 STORM SHELTERS SECTION R324 RADON-RESISTANT CONSTRUCTION SECTION R325 SWIMMING POOLS, SPAS AND HOT TUBS SECTION R326 PATIO COVERS SECTION R327 SOUND TRANSMISSION SECTION R328 GRAY WATER AND RAIN WATER RECYCLING SYSTEMS SECTION R329 FIRE EXTINGUISHERS |
| 92 | CHAPTER 4 – FOUNDATIONS SECTION R401 GENERAL TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa SECTION R402 MATERIALS |
| 93 | TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SECTION R403 FOOTINGS |
| 94 | TABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS (inches)a |
| 95 | FIGURE R403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS |
| 96 | FIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION |
| 97 | FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION FIGURE R403.1.3.2 DOWELS FOR SLABS-ON-GROUND WITH TURNED-DOWN FOOTINGS |
| 99 | FIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES |
| 100 | FIGURE R403.3(1) INSULATION PLACEMENT FOR FROST PROTECTED FOOTINGS IN HEATED BUILDINGS TABLE R403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGSa |
| 101 | FIGURE R403.3(2) AIR-FREEZING INDEXAN ESTIMATE OF THE 100-YEAR RETURN PERIOD |
| 102 | TABLE R403.3(2) AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY |
| 103 | TABLE R403.3(2) —continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY |
| 104 | TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY |
| 105 | TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY |
| 106 | FIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE |
| 107 | FIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE SECTION R404 FOUNDATION AND RETAINING WALLS |
| 108 | TABLE R403.4 MINIMUM DEPTH OF CRUSHED STONE FOOTINGS (D), (inches) FIGURE R403.4(1) BASEMENT OR CRAWL SPACE WITH PRECASTFOUNDATION WALL BEARING ON CRUSHED STONE FIGURE R403.4(2) BASEMENT OR CRAWL SPACE WITH PRECASTFOUNDATION WALL ON SPREAD FOOTING |
| 109 | TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLS |
| 110 | TABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 5 INCHESa, c |
| 111 | TABLE R404.1.1(3) 10-INCH FOUNDATION WALLS WITH REINFORCING WHERE d > 6.75 INCHESa, c |
| 112 | TABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 8.75 INCHESa, c |
| 114 | TABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLSa, b TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, g, h, i, j |
| 115 | TABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i |
| 116 | TABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i |
| 117 | TABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, g, h, i |
| 118 | TABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, f, h, i, j |
| 119 | TABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLSb, c, d, e, g, h, i, |
| 120 | TABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10-INCH AND 12-INCH NOMINAL FLAT BASEMENT WALLSb, c, d, e, f, h, i, k, n |
| 121 | TABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEELa, b, c |
| 122 | TABLE R404.1.2(9)—continued MINIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEELa, b, c |
| 125 | FIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS |
| 126 | TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure) SECTION R405 FOUNDATION DRAINAGE |
| 127 | TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM |
| 128 | SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING |
| 129 | SECTION R407 COLUMNS SECTION R408 UNDER-FLOOR SPACE |
| 132 | CHAPTER 5 – FLOORS SECTION R501 GENERAL SECTION R502 WOOD FLOOR FRAMING |
| 133 | FIGURE R502.2 FLOOR CONSTRUCTION |
| 134 | TABLE R502.2.2.1 FASTENER SPACING FOR A SOUTHERN PINE OR HEM-FIR DECK LEDGER AND A 2-INCH NOMINAL SOLID-SAWN SPRUCE-PINE-FIR BAND JOISTc, f, g (Deck live load = 40 psf, deck dead load = 10 psf) FIGURE R502.2.2.3 DECK ATTACHMENT FOR LATERAL LOADS |
| 136 | TABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES |
| 137 | TABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES |
| 138 | TABLE R502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLY TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONY |
| 139 | TABLE R502.5(1) GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS |
| 140 | TABLE R502.5(1)—continued GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS |
| 141 | TABLE R502.5(2) GIRDER SPANSa AND HEADER SPANSa FOR INTERIOR BEARING WALLS |
| 142 | FIGURE R502.8 CUTTING, NOTCHING AND DRILLING |
| 143 | SECTION R503 FLOOR SHEATHING TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING |
| 144 | TABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENTa |
| 145 | TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENT SECTION R504 PRESSURE PRESERVATIVELY TREATED-WOOD FLOORS (ON GROUND) SECTION R505 STEEL FLOOR FRAMING |
| 146 | FIGURE R505.1.2 IN-LINE FRAMING |
| 147 | FIGURE R505.2(1) C-SHAPED SECTION FIGURE R505.2(2) TRACK SECTION TABLE R505.2(1) COLD-FORMED STEEL JOIST SIZES TABLE R505.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS |
| 148 | TABLE R505.2.4 SCREW SUBSTITUTION FACTOR FIGURE R505.2.5.1 FLOOR JOIST WEB HOLES |
| 149 | FIGURE R505.2.5.3 WEB HOLE PATCH |
| 150 | TABLE R505.3.1(1) FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS FIGURE 505.3.1(1) FLOOR TO EXTERIOR LOAD-BEARING WALL STUD CONNECTION |
| 151 | TABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa FIGURE R505.3.1(2) FLOOR TO WOOD SILL CONNECTION |
| 152 | FIGURE R505.3.1(3) FLOOR TO FOUNDATION CONNECTION FIGURE R505.3.1(4) CANTILEVERED FLOOR TO FOUNDATION CONNECTION |
| 153 | FIGURE R505.3.1(5) CANTILEVERED FLOOR TO WOOD SILL CONNECTION FIGURE R505.3.1(6) CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION |
| 154 | FIGURE R505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL |
| 155 | FIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL FIGURE R505.3.1(9) BEARING STIFFENERS FOR END JOISTS |
| 156 | TABLE R505.3.2(1) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—SINGLE SPANS FIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID |
| 157 | TABLE R505.3.2(2) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—MULTIPLE SPANSa, b, c, d, e, f 33 ksi STEEL FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP |
| 158 | TABLE R505.3.2(3) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—MULTIPLE SPANSa, b, c, d, e, f 50 ksi STEEL |
| 159 | FIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS TABLE R505.3.4(1) CLIP ANGLE BEARING STIFFENERS (20 psf equivalent snow load) |
| 160 | TABLE R505.3.4(2) CLIP ANGLE BEARING STIFFENERS (30 psf equivalent snow load) FIGURE R505.3.4(2) BEARING STIFFENER |
| 161 | TABLE R505.3.4(3) CLIP ANGLE BEARING STIFFENERS (50 psf equivalent snow load) TABLE R505.3.4(4) CLIP ANGLE BEARING STIFFENERS |
| 162 | FIGURE R505.3.7 TRACK SPLICE |
| 163 | FIGURE R505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION: 6-FOOT FLOOR OPENING FIGURE R505.3.8(2) COLD-FORMED STEEL FLOOR CONSTRUCTION: 8-FOOT FLOOR OPENING |
| 164 | FIGURE R505.3.8(3) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—6-FOOT OPENING FIGURE R505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—8-FOOT OPENING |
| 165 | SECTION R506 CONCRETE FLOORS (ON GROUND) |
| 166 | CHAPTER 6 – WALL CONSTRUCTION SECTION R601 GENERAL TABLE R601.3.1 CLASS III VAPOR RETARDERS SECTION R602 WOOD WALL FRAMING |
| 168 | TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS |
| 169 | TABLE R602.3(1)—continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS |
| 170 | TABLE R602.3 (2) ALTERNATE ATTACHMENTS |
| 171 | TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES TABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDSa |
| 172 | FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING |
| 173 | FIGURE R602.3(2) FRAMING DETAILS |
| 174 | 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, D0, D1 and D2b, c |
| 175 | TABLE R602.3.1—continued 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 |
| 176 | FIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS |
| 177 | FIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS |
| 178 | FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING |
| 179 | TABLE R602.7.2 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERS FIGURE R602.7.2 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION |
| 180 | FIGURE 602.10.1.1 BRACED WALL LINES TABLE 602.10.1.3 BRACED WALL LINE SPACING |
| 181 | FIGURE 602.10.1.4 ANGLED WALLS FIGURE 602.10.2.2 LOCATION OF BRACED WALL PANELS |
| 182 | TABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED |
| 183 | TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED |
| 184 | TABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING |
| 185 | TABLE R602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY |
| 186 | TABLE R602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING |
| 187 | TABLE R602.10.4 BRACING METHODS |
| 188 | TABLE R602.10.4 BRACING METHODS |
| 189 | TABLE R602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS |
| 190 | FIGURE R602.10.5 BRACED WALL PANELS WITH CONTINUOUS SHEATHING TABLE R602.10.5.2 PARTIAL CREDIT FOR BRACED WALL PANELS LESS THAN 48 INCHES IN ACTUAL LENGTH |
| 191 | FIGURE R602.10.6.1 METHOD ABW: ALTERNATE BRACED WALL PANEL |
| 192 | FIGURE R602.10.6.2 METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS |
| 193 | FIGURE R602.10.6.3 METHOD PFG: PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C |
| 194 | TABLE R602.10.6.4 TENSION STRAP CAPACITY REQUIRED FOR RESISTING WIND PRESSURES PERPENDICULAR TO METHOD PFH, PFG AND CS-PF BRACED WALL PANELS |
| 195 | FIGURE R602.10.6.4 METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION |
| 196 | FIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING |
| 197 | FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING |
| 198 | FIGURE R602.10.8.1(1) BRACED WALL PANEL CONNECTIONTO PERPENDICULAR RAFTERS FIGURE R602.10.8.1(2) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES |
| 199 | FIGURE R602.10.8.1(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES |
| 200 | FIGURE R602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS |
| 201 | FIGURE R602.12.1 RECTANGLE CIRCUMSCRIBING AN ENCLOSED BUILDING |
| 202 | TABLE R602.12.4 MINIMUM NUMBER OF BRACING UNITS ON EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE |
| 203 | FIGURE R602.12.5 BRACING UNIT DISTRIBUTION SECTION R603 STEEL WALL FRAMING |
| 204 | FIGURE R603.1.2 IN-LINE FRAMING TABLE R603.2(1) LOAD-BEARING COLD-FORMED STEEL STUD SIZES TABLE R603.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS |
| 205 | FIGURE R603.2(1) C-SHAPED SECTION FIGURE R603.2(2) TRACK SECTION TABLE R603.2.4 SCREW SUBSTITUTION FACTOR |
| 206 | FIGURE R603.2.5.1 WEB HOLES FIGURE R603.2.5.3 STUD WEB HOLE PATCH |
| 207 | TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTS FIGURE R603.3.1(1) WALL TO FLOOR CONNECTION |
| 208 | FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION FIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION |
| 209 | TABLE R603.3.1.1(1) GABLE ENDWALL TO FLOOR CONNECTION REQUIREMENTS TABLE R603.3.1.1(2) GABLE ENDWALL BOTTOM TRACK TO FOUNDATION CONNECTION REQUIREMENTS |
| 210 | TABLE R603.3.2(1) WALL FASTENING SCHEDULEa |
| 211 | TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 ksi STEEL |
| 212 | TABLE R603.3.2(3) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL |
| 213 | TABLE R603.3.2(4) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL |
| 214 | TABLE R603.3.2(5) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL |
| 215 | TABLE R603.3.2(6) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL |
| 216 | TABLE R603.3.2(7) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL |
| 217 | TABLE R603.3.2(8) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL |
| 218 | TABLE R603.3.2(9) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL |
| 219 | TABLE R603.3.2(10) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL |
| 220 | TABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL |
| 221 | TABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL |
| 222 | TABLE R603.3.2(13) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL |
| 223 | TABLE R603.3.2(14) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL |
| 224 | TABLE R603.3.2(15) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL |
| 225 | TABLE R603.3.2(16) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL |
| 226 | TABLE R603.3.2(17) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL |
| 227 | TABLE R603.3.2(18) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL |
| 228 | TABLE R603.3.2(19) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL |
| 229 | TABLE R603.3.2(20) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL |
| 230 | TABLE R603.3.2(21) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL |
| 231 | TABLE R603.3.2(22) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL |
| 232 | TABLE R603.3.2(23) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL |
| 233 | TABLE R603.3.2(24) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL |
| 234 | TABLE R603.3.2(25) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL |
| 235 | TABLE R603.3.2(26) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL |
| 236 | TABLE R603.3.2(27) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL |
| 237 | TABLE R603.3.2(28) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL |
| 238 | TABLE R603.3.2(29) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL |
| 239 | TABLE R603.3.2(30) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL |
| 240 | TABLE R603.3.2(31) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL |
| 241 | FIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY FIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL |
| 242 | FIGURE R603.3.5 TRACK SPLICE FIGURE R603.4 CORNER FRAMING |
| 243 | TABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa,b,c 33 ksi STEEL |
| 244 | TABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa,b,c 50 ksi STEEL |
| 245 | TABLE R603.3.2.1(3) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa,b,c 33 ksi STEEL |
| 246 | TABLE R603.3.2.1(4) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa,b,c 50 ksi STEEL |
| 247 | FIGURE R603.6(1) BOX BEAM HEADER FIGURE 603.6(2) BACK-TO-BACK HEADER |
| 248 | FIGURE R603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL FIGURE R603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL |
| 249 | TABLE R603.6(1) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b |
| 250 | TABLE R603.6(2) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b |
| 251 | TABLE R603.6(3) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b |
| 252 | TABLE R603.6(4) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b |
| 253 | TABLE R603.6(5) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b |
| 254 | TABLE R603.6(6) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b |
| 255 | TABLE R603.6(7) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b |
| 256 | TABLE R603.6(8) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b |
| 257 | TABLE R603.6(9) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a |
| 258 | TABLE R603.6(10) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b |
| 259 | TABLE R603.6(11) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a, b |
| 260 | TABLE R603.6(12) BOX-BEAM HEADER SPANSa,b,c Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a,b |
| 261 | TABLE R603.6(13) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a,b |
| 262 | TABLE R603.6(14) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a,b |
| 263 | TABLE R603.6(15) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b |
| 264 | TABLE R603.6(16) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b |
| 265 | TABLE R603.6(17) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b |
| 266 | TABLE R603.6(18) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b |
| 267 | TABLE R603.6(19) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b |
| 268 | TABLE R603.6(20) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b |
| 269 | TABLE R603.6(21) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a, b |
| 270 | TABLE R603.6(22) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b |
| 271 | TABLE R603.6(23) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a, b |
| 272 | TABLE R603.6(24) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b |
| 274 | TABLE R603.7(1) TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING TABLE R603.7(2) HEADER TO KING STUD CONNECTION REQUIREMENTSa, b, c, d TABLE R603.8 HEAD AND SILL TRACK SPAN Fy = 33 ksi |
| 275 | FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN FIGURE R603.9.2 CORNER STUD HOLD DOWN DETAIL |
| 276 | TABLE R603.9.2(1) MINIMUM PERCENTAGE OF FULL HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLSa,b TABLE R603.9.2(2) FULL HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS SECTION R604 WOOD STRUCTURAL PANELS |
| 277 | SECTION R605 PARTICLEBOARD SECTION R606 GENERAL MASONRY CONSTRUCTION |
| 278 | TABLE R606.5 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY TABLE R606.9 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS |
| 280 | FIGURE R606.11(1) ANCHORAGE REQUIREMENTS FOR MASONRY WALLS LOCATED IN SEISMIC DESIGN CATEGORY A, B OR C AND WHERE WIND LOADS ARE LESS THAN 30 PSF |
| 281 | FIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C |
| 282 | FIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1, OR D2 |
| 283 | TABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES |
| 284 | TABLE R606.12.4.1 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D TABLE R606.12.4.2 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D TABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDING ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1 |
| 285 | TABLE R606.15.1 MINIMUM CORROSION PROTECTION SECTION R607 UNIT MASONRY |
| 286 | TABLE R607.1 MORTAR PROPORTIONSa, b SECTION R608 MULTIPLE WYTHE MASONRY |
| 287 | SECTION R609 GROUTED MASONRY TABLE R609.1.1 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION |
| 288 | TABLE R609.1.2 GROUT SPACE DIMENSIONS AND POUR HEIGHTS |
| 289 | SECTION R610 GLASS UNIT MASONRY |
| 290 | FIGURE R610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE SECTION R611 EXTERIOR CONCRETE WALL CONSTRUCTION |
| 291 | TABLE R611.3 DIMENSIONAL REQUIREMENTS FOR WALLSa,b |
| 292 | FIGURE R611.3(1) FLAT WALL SYSTEM FIGURE R611.3(2) WAFFLE-GRID WALL SYSTEM FIGURE R611.3(3) SCREEN-GRID WALL SYSTEM |
| 294 | TABLE R611.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS FIGURE R611.5.4(1) LAP SPLICES |
| 295 | FIGURE R611.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION FIGURE R611.5.4(3) STANDARD HOOKS |
| 296 | TABLE R611.5.4(2) MAXIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEELa, b, c |
| 297 | FIGURE R611.6(1) ABOVE-GRADE CONCRETE WALL CONSTRUCTION ONE STORY FIGURE R611.6(2) ABOVE-GRADE CONCRETE WALL CONSTRUCTION CONCRETE FIRST-STORY AND LIGHT-FRAMED SECOND-STORY |
| 298 | FIGURE R611.6(3) ABOVE-GRADE CONCRETE WALL CONSTRUCTION TWO-STORY FIGURE R611.6(4) ABOVE-GRADE CONCRETE WALL SUPPORTED ON MONOLITHIC SLAB-ON GROUND FOOTING |
| 299 | TABLE R611.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLSa, b, c, d, e |
| 300 | TABLE R611.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLSa, b, c, d, e |
| 301 | TABLE R611.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLSa, b, c, d, e |
| 302 | TABLE R611.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLSa, b, c, d, e, k, l |
| 303 | EQUATION R611-1 EQUATION R611-2 |
| 305 | TABLE R611.7(1A) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO-STORY |
| 306 | TABLE R611.7(1A)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGEONE STORY OR TOP STORY OF TWO-STORYa,c,d,e,f,g |
| 307 | TABLE R611.7(1B) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO-STORYa,c,d,e,f,g |
| 308 | TABLE R611.7(1B)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO-STORYa,c,d,e,f,g |
| 309 | TABLE R611.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa,c,d,e,f,g |
| 310 | TABLE R611.7(1C)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO-STORYa,c,d,e,f, |
| 311 | FIGURE R611.7(1) MINIMUM SOLID WALL LENGTH |
| 312 | FIGURE R611.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL |
| 313 | TABLE R611.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEETa FIGURE R611.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS |
| 314 | TABLE R611.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEETa,b |
| 315 | TABLE R611.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLSa,c |
| 317 | FIGURE R611.8(1) REINFORCEMENT OF OPENINGS FIGURE R611.8(2) LINTEL FOR FLAT WALLS |
| 318 | FIGURE R611.8(3) LINTELS FOR WAFFLE-GRID WALLS |
| 319 | FIGURE R611.8(4) LINTELS FOR SCREEN-GRID WALLS |
| 320 | TABLE R611.8(1) LINTEL DESIGN LOADING CONDITIONSa, b, d |
| 321 | TABLE R611.8(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET |
| 322 | TABLE R611.8(2)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET |
| 323 | TABLE R611.8(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET |
| 324 | TABLE R611.8(3)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET |
| 325 | TABLE R611.8(4) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET |
| 326 | TABLE R611.8(4)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET |
| 327 | TABLE R611.8(5) MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET |
| 328 | TABLE R611.8(5)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET |
| 329 | TABLE R611.8(6) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET |
| 330 | TABLE R611.8(6)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET |
| 331 | TABLE R611.8(7) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET |
| 332 | TABLE R611.8(7)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET |
| 333 | TABLE R611.8(8) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH THICK SCREEN-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, p ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET |
| 334 | TABLE R611.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g, h |
| 335 | TABLE R611.8(9)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g, h ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET TABLE R611.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSc, d, e, f, g |
| 337 | FIGURE R611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 338 | TABLE R611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c |
| 339 | FIGURE R611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL FRAMING PARALLEL |
| 340 | TABLE R611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b |
| 341 | FIGURE R611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR |
| 342 | TABLE R611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e |
| 343 | FIGURE R611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PARALLEL |
| 344 | TABLE R611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e |
| 345 | FIGURE R611.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 346 | TABLE R611.9(5) COLD-FORMED STEEL FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d |
| 347 | FIGURE R611.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL |
| 348 | TABLE R611.9(6) COLD-FORMED STEEL FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b, c, d |
| 349 | FIGURE R611.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR |
| 350 | TABLE R611.9(7) COLD-FORMED STEEL FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e |
| 351 | FIGURE R611.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 352 | TABLE R611.9(8) COLD-FORMED STEEL FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e |
| 353 | FIGURE R611.9(9) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 354 | TABLE R611.9(9) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e |
| 355 | FIGURE R611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL FRAMING PARALLEL |
| 356 | TABLE R611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e |
| 357 | FIGURE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 358 | TABLE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e |
| 359 | FIGURE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 360 | TABLE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e |
| 361 | SECTION R612 EXTERIOR WINDOWS AND DOORS FIGURE R612.8(1) THROUGH THE FRAME |
| 362 | FIGURE R612.8(2) FRAME CLIP FIGURE R612.8(3) THROUGH THE FRAME FIGURE R612.8(4) FRAME CLIP FIGURE R612.8(5) THROUGH THE FLANGE |
| 363 | FIGURE R612.8(6) THROUGH THE FLANGE FIGURE R612.8(7) FRAME CLIP FIGURE R612.8(8) THROUGH THE FLANGE |
| 364 | SECTION R613 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION TABLE R613.3.1 MINIMUM PROPERTIES FOR POLYURETHANE INSULATION USED AS SIPS CORE |
| 365 | TABLE R613.3.2 MINIMUM PROPERTIESa FOR WOOD STRUCTURAL PANEL FACING MATERIAL USED IN SIP WALLS FIGURE R613.4 SIP WALL PANEL |
| 366 | TABLE R613.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP LIGHT-FRAME ROOF ONLY (inches) |
| 367 | TABLE R613.5(2) MINIMUM THICKNESS FOR SIP WALLS SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF (inches) |
| 368 | FIGURE R613.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS FIGURE R613.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS |
| 369 | FIGURE R613.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION FIGURE R613.5(4) SIP WALL TO WALL PLATFORM FRAME CONNECTION |
| 370 | FIGURE R613.5(5) SIP WALL TO WALL BALLOON FRAME CONNECTION FIGURE R613.5.1 SIP WALL FRAMING CONFIGURATION |
| 371 | FIGURE R613.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT FIGURE R613.8 TYPICAL SIP CONNECTION DETAILS FOR VERTICAL IN-PLANE JOINTS |
| 372 | FIGURE R613.9 SIP CORNER FRAMING DETAIL TABLE R613.10 MAXIMUM SPANS FOR 11 7/8 INCH DEEP SIP HEADERS (feet) |
| 374 | CHAPTER 7 – WALL COVERING SECTION R701 GENERAL SECTION R702 INTERIOR COVERING TABLE R702.1(1) THICKNESS OF PLASTER TABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa |
| 375 | TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD |
| 377 | TABLE R702.3.7 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES SECTION R703 EXTERIOR COVERING |
| 379 | TABLE R703.4 WEATHER–RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS |
| 380 | TABLE R703.4—continued WEATHER–RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS TABLE R703.5.2 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa, b, c |
| 382 | FIGURE R703.7 MASONRY VENEER WALL DETAILS |
| 383 | FIGURE R703.7—continued MASONRY VENEER WALL DETAILS |
| 384 | TABLE R703.7(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C 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 |
| 385 | FIGURE R703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES |
| 386 | FIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS |
| 387 | TABLE R703.7.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa, b, c, d FIGURE R703.7.3.2 MASONRY VENEER OPENING |
| 390 | CHAPTER 8 – ROOF-CEILING CONSTRUCTION SECTION R801 GENERAL SECTION R802 WOOD ROOF FRAMING |
| 394 | TABLE R802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 395 | TABLE R802.4(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 396 | TABLE R802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240) |
| 397 | TABLE R802.4(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240) |
| 398 | TABLE R802.5.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L/Δ = 180) |
| 399 | TABLE R802.5.1(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L/Δ = 180 |
| 400 | TABLE R802.5.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L/Δ = 240) |
| 401 | TABLE R802.5.1(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L/Δ = 240) |
| 402 | TABLE R802.5.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L/Δ = 180) |
| 403 | TABLE R802.5.1(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L/Δ = 180) |
| 404 | TABLE R802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L/Δ = 180) |
| 405 | TABLE R802.5.1(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L/Δ = 180) |
| 406 | TABLE R802.5.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L/Δ = 240) |
| 407 | TABLE R802.5.1(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L/Δ = 240) |
| 408 | TABLE R802.5.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L/Δ = 240 |
| 409 | TABLE R802.5.1(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L/Δ = 240) |
| 410 | TABLE R802.5.1(7) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L/Δ = 180) |
| 411 | TABLE R802.5.1(7)—continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L/Δ = 180) |
| 412 | TABLE R802.5.1(8) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L/Δ = 240) |
| 413 | TABLE R802.5.1(8)—continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOADa (Ceiling attached to rafters, L/Δ = 240) |
| 414 | TABLE R802.5.1(9) RAFTER/CEILING JOIST HEEL JOINT CONNECTIONSa, b, c, d, e, f, |
| 415 | FIGURE R802.5.1 BRACED RAFTER CONSTRUCTION TABLE R802.11 REQUIRED STRENGTH OF TRUSS OR RAFTER CONNECTIONS TO RESIST WIND UPLIFT FORCESa, b, c, e |
| 416 | SECTION R803 ROOF SHEATHING TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING SECTION R804 STEEL ROOF FRAMING |
| 417 | FIGURE R804.1.2 IN-LINE FRAMING TABLE R804.2(1) LOAD-BEARING COLD-FORMED STEEL MEMBER SIZES TABLE R804.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS |
| 418 | FIGURE R804.2(1) C-SHAPED SECTION FIGURE R804.2(2) TRACK SECTION TABLE R804.2.4 SCREW SUBSTITUTION FACTOR |
| 419 | FIGURE R804.2.5.1 WEB HOLES FIGURE R804.2.5.3 WEB HOLE PATCH |
| 420 | FIGURE R804.3 STEEL ROOF CONSTRUCTION TABLE R804.3 ROOF FRAMING FASTENING SCHEDULEa, b |
| 423 | TABLE R804.3.1.1(1) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b, c 33 ksi STEEL |
| 424 | TABLE R804.3.1.1(2) CEILING JOIST SPANS TWO EQUAL SPANS WITH BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b, c 33 ksi STEEL |
| 425 | TABLE R804.3.1.1(3) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c 33 ksi STEEL |
| 426 | TABLE R804.3.1.1(4) CEILING JOIST SPANS TWO EQUAL SPANS WITH BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c 33 ksi STEEL |
| 427 | TABLE R804.3.1.1(5) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b 33 ksi STEEL |
| 428 | TABLE R804.3.1.1(6) CEILING JOIST SPANS TWO EQUAL SPANS WITHOUT BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b 33 ksi STEEL |
| 429 | TABLE R804.3.1.1(7) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b 33 ksi STEEL |
| 430 | TABLE R804.3.1.1(8) CEILING JOIST SPANS TWO EQUAL SPANS WITHOUT BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b 33 ksi STEEL |
| 431 | FIGURE R804.3.1.1(1) JOIST TO RAFTER CONNECTION TABLE R804.3.1.1(9) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTIONa |
| 432 | FIGURE R804.3.1.1(2) BEARING STIFFENER FIGURE R804.3.1.4(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPE, TRACK OR COLD-ROLLED CHANNEL |
| 433 | FIGURE R804.3.1.4(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING FIGURE R804.3.1.5 SPLICED CEILING JOISTS |
| 434 | TABLE R804.3.2.1(1) ROOF RAFTER SPANSa, b, c 33 ksi STEEL |
| 435 | TABLE R804.3.2.1(2) ROOF RAFTER SPANSa, b, c 50 ksi STEEL |
| 436 | TABLE R804.3.2.1(3) BASIC WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION FIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS |
| 437 | TABLE R804.3.2.4 SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR HIP RAFTER TO HIP MEMBER OR ROOF RAFTER TO RIDGE MEMBER CONNECTIONa FIGURE R804.3.2.4 HIP MEMBER OR RIDGE MEMBER CONNECTION |
| 438 | TABLE R804.3.3.2 HIP MEMBER SIZES, 33 ksi STEEL TABLE R804.3.3.3 HIP SUPPORT COLUMN SIZES |
| 439 | TABLE R804.3.3.4(1) UPLIFT STRAP CONNECTION REQUIREMENTS HIP SUPPORT COLUMN AT CEILING LINE FIGURE R804.3.3.4(1) JACK RAFTER CONNECTION AT EAVE |
| 440 | TABLE R804.3.3.4(2) CONNECTION REQUIREMENTS HIP MEMBER TO HIP SUPPORT COLUMN FIGURE R804.3.3.4(2) HIP SUPPORT COLUMN |
| 441 | TABLE R804.3.3.4(3) UPLIFT STRAP CONNECTION REQUIREMENTS HIP MEMBER TO WALL FIGURE R804.3.3.4(3) HIP CONNECTIONS AT RIDGE |
| 442 | FIGURE R804.3.3.4(4) HIP CONNECTIONS AT RIDGE AND BOX COLUMN |
| 443 | FIGURE R804.3.3.4(5) HIP MEMBER CONNECTION AT WALL CORNER FIGURE R804.3.6(1) ROOF OR CEILING OPENING |
| 444 | FIGURE R804.3.6(2) HEADER TO TRIMMER CONNECTION TABLE R804.3.8(1) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FT a, b, c, d, e, f |
| 445 | FIGURE R804.3.8(1) CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL TABLE R804.3.8(2) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED CEILING HEIGHT = 9 OR 10 FTa, b, c, d, e, f |
| 446 | FIGURE R804.3.8(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL TABLE R804.3.8(3) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS WOOD STRUCTURAL PANEL SHEATHED CEILING HEIGHT = 8, 9 OR 10 FTa, b, c, d |
| 447 | FIGURE R804.3.8(3) ROOF BLOCKING DETAIL SECTION R805 CEILING FINISHES SECTION R806 ROOF VENTILATION |
| 448 | TABLE R806.4 INSULATION FOR CONDENSATION CONTROL SECTION R807 ATTIC ACCESS |
| 450 | CHAPTER 9 – ROOF ASSEMBLIES SECTION R901 GENERAL SECTION R902 ROOF CLASSIFICATION SECTION R903 WEATHER PROTECTION SECTION R904 MATERIALS |
| 451 | FIGURE R903.5 HAIL EXPOSURE MAP |
| 452 | SECTION R905 REQUIREMENTS FOR ROOF COVERINGS TABLE R905.2.4.1(1) CLASSIFICATION OF ASPHALT ROOF SHINGLES PER ASTM D 7 TABLE R905.2.4.1(2) CLASSIFICATION OF ASPHALT SHINGLES PER ASTM D 3161 |
| 453 | TABLE R905.2.8.2 VALLEY LINING MATERIAL |
| 454 | TABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT |
| 456 | TABLE R905.6.5 SLATE SHINGLE HEADLAP TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS TABLE R905.7.5 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE |
| 457 | TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE |
| 458 | TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS |
| 459 | TABLE R905.10.3(1) METAL ROOF COVERINGS STANDARDS TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS |
| 460 | SECTION R906 ROOF INSULATION TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION R907 REROOFING |
| 462 | CHAPTER 10 – CHIMNEYS AND FIREPLACES SECTION R1001 MASONRY FIREPLACES |
| 463 | TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS |
| 464 | FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS |
| 465 | SECTION R1002 MASONRY HEATERS |
| 466 | FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES SECTION R1003 MASONRY CHIMNEYS |
| 468 | TABLE R1003.14(1) NET CROSS–SECTIONAL AREA OF ROUND FLUE SIZES TABLE R1003.14(2) NET CROSS–SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES |
| 469 | FIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS |
| 470 | FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES FIGURE R1003.20 CHIMNEY CRICKET |
| 471 | TABLE R1003.20 CRICKET DIMENSIONS SECTION R1004 FACTORY-BUILT FIREPLACES SECTION R1005 FACTORY-BUILT CHIMNEYS SECTION R1006 EXTERIOR AIR SUPPLY |
| 472 | PART IV – ENERGY CONSERVATION CHAPTER 11 – ENERGY EFFICIENCY SECTION N1101 GENERAL |
| 473 | FIGURE N1101.2 CLIMATE ZONES |
| 474 | TABLE N1101.2 CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 475 | TABLE N1101.2—continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITOR |
| 476 | TABLE N1101.2—continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 477 | TABLE N1101.2—continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 478 | TABLE N1101.2—continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 479 | TABLE N1101.2—continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 480 | TABLE N1101.2—continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRIT |
| 481 | TABLE N1101.2—continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 482 | TABLE N1101.2—continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 483 | TABLE N1101.2—continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 484 | TABLE N1101.2—continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY TABLE N1101.5(1) DEFAULT GLAZED FENESTRATION U-FACTORS TABLE N1101.5(2) DEFAULT DOOR U-FACTORS TABLE N1101.5(3) DEFAULT GLAZED FENESTRATION SHGC |
| 485 | SECTION N1102 BUILDING THERMAL ENVELOPE TABLE N1102.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa |
| 486 | TABLE N1102.1.2 EQUIVALENT U-FACTORSa |
| 487 | TABLE N1102.2.5 STEEL-FRAME CEILING, WALL AND FLOOR INSULATION (R-VALUE) |
| 488 | SECTION N1103 SYSTEMS |
| 489 | SECTION N1104 LIGHTING SYSTEMS |
| 490 | TABLE N1102.4.2 AIR BARRIER AND INSULATION INSPECTION |
| 492 | PART V – MECHANICAL CHAPTER 12 – MECHANICAL ADMINISTRATION SECTION M1201 GENERAL SECTION M1202 EXISTING MECHANICAL SYSTEMS |
| 494 | CHAPTER 13 – GENERAL MECHANICAL SYSTEM REQUIREMENTS SECTION M1301 GENERAL SECTION M1302 APPROVAL SECTION M1303 LABELING OF APPLIANCES SECTION M1304 TYPE OF FUEL SECTION M1305 APPLIANCE ACCESS |
| 495 | SECTION M1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION SECTION M1307 APPLIANCE INSTALLATION |
| 496 | TABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTIONa, c, d, e, f, g, h, I, j, k, l |
| 497 | FIGURE M1306.1 REDUCED CLEARANCE DIAGRAM FIGURE M1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM |
| 498 | SECTION M1308 MECHANICAL SYSTEMS INSTALLATION |
| 500 | CHAPTER 14 – HEATING AND COOLING EQUIPMENT SECTION M1401 GENERAL SECTION M1402 CENTRAL FURNACES SECTION M1403 HEAT PUMP EQUIPMENT SECTION M1404 REFRIGERATION COOLING EQUIPMENT SECTION M1405 BASEBOARD CONVECTORS SECTION M1406 RADIANT HEATING SYSTEMS |
| 501 | SECTION M1407 DUCT HEATERS SECTION M1408 VENTED FLOOR FURNACES SECTION M1409 VENTED WALL FURNACES |
| 502 | SECTION M1410 VENTED ROOM HEATERS SECTION M1411 HEATING AND COOLING EQUIPMENT |
| 503 | SECTION M1412 ABSORPTION COOLING EQUIPMENT SECTION M1413 EVAPORATIVE COOLING EQUIPMENT SECTION 1414 FIREPLACE STOVES SECTION M1415 MASONRY HEATERS |
| 504 | CHAPTER 15 – EXHAUST SYSTEMS SECTION M1501 GENERAL SECTION M1502 CLOTHES DRYER EXHAUST TABLE M1502.4.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH |
| 505 | SECTION M1503 RANGE HOODS SECTION M1504 INSTALLATION OF MICROWAVE OVENS SECTION M1505 OVERHEAD EXHAUST HOODS SECTION M1506 EXHAUST DUCTS SECTION M1507 MECHANICAL VENTILATION |
| 506 | TABLE M1507.3 MINIMUM REQUIRED EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS |
| 508 | CHAPTER 16 – DUCT SYSTEMS SECTION M1601 DUCT CONSTRUCTION TABLE M1601.1.1(1) CLASSIFICATION OF FACTORY-MADE AIR DUCTS TABLE M1601.1.1(2) GAGES OF METAL DUCTS AND PLENUMS USED FOR HEATING OR COOLING |
| 510 | SECTION M1602 RETURN AIR |
| 512 | CHAPTER 17 – COMBUSTION AIR SECTION M1701 GENERAL |
| 514 | CHAPTER 18 – CHIMNEYS AND VENTS SECTION M1801 GENERAL |
| 515 | SECTION M1802 VENT COMPONENTS SECTION M1803 CHIMNEY AND VENT CONNECTORS TABLE M1803.2 THICKNESS FOR SINGLE-WALL METAL PIPE CONNECTORS TABLE M1803.3.4 CHIMNEY AND VENT CONNECTOR CLEARANCES TO COMBUSTIBLE MATERIALSa |
| 516 | SECTION M1804 VENTS TABLE M1804.1 VENT SELECTION CHART SECTION M1805 MASONRY AND FACTORY-BUILT CHIMNEYS |
| 518 | CHAPTER 19 – SPECIAL FUEL-BURNING EQUIPMENT SECTION M1901 RANGES AND OVENS SECTION M1902 SAUNA HEATERS SECTION M1903 STATIONARY FUEL CELL POWER PLANTS SECTION M1904 GASEOUS HYDROGEN SYSTEMS |
| 520 | CHAPTER 20 – BOILERS AND WATER HEATERS SECTION M2001 BOILERS SECTION M2002 OPERATING AND SAFETY CONTROLS SECTION M2003 EXPANSION TANKS SECTION M2004 WATER HEATERS USED FOR SPACE HEATING SECTION M2005 WATER HEATERS |
| 521 | TABLE M2003.2 EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYTEMS SECTION M2006 POOL HEATERS |
| 522 | CHAPTER 21 – HYDRONIC PIPING SECTION M2101 HYDRONIC PIPING SYSTEMS INSTALLATION SECTION M2102 BASEBOARD CONVECTORS SECTION M2103 FLOOR HEATING SYSTEMS |
| 523 | TABLE M2101.1 HYDRONIC PIPING MATERIALS |
| 524 | TABLE M2101.9 HANGER SPACING INTERVALS SECTION M2104 LOW TEMPERATURE PIPING |
| 525 | SECTION M2105 GROUND SOURCE HEAT PUMP SYSTEM LOOP PIPING |
| 526 | CHAPTER 22 – SPECIAL PIPING AND STORAGE SYSTEMS SECTION M2201 OIL TANKS SECTION M2202 OIL PIPING, FITTING AND CONNECTIONS SECTION M2203 INSTALLATION |
| 527 | SECTION M2204 OIL PUMPS AND VALVES |
| 528 | CHAPTER 23 – SOLAR SYSTEMS SECTION M2301 SOLAR ENERGY SYSTEMS |
| 530 | PART VI – FUEL GAS CHAPTER 24 – FUEL GAS SECTION G2401 (101) GENERAL SECTION G2402 (201) GENERAL SECTION G2403 (202) GENERAL DEFINITIONS |
| 536 | SECTION G2404 (301) GENERAL SECTION G2405 (302) STRUCTURAL SAFETY SECTION G2406 (303) APPLIANCE LOCATION |
| 537 | SECTION G2407 (304) COMBUSTION, VENTILATION AND DILUTION AIR EQUATION 24-1 EQUATION 24-2 |
| 538 | FIGURE G2407.5.3 (304.5.3) ALL AIR FROM INSIDE THE BUILDING (see Section G2407.5.3) FIGURE G2407.6.2 (304.6.2) SINGLE COMBUSTION AIR OPENING,ALL AIR FROM OUTDOORS (see Section G2407.6.2) |
| 539 | FIGURE G2407.6.1(1) [304.6.1(1)] ALL AIR FROM OUTDOOR-INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC (see Section G2407.6.1 FIGURE G2407.6.1(2) [304.6.1(2)] ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC (see Section G2407.6.1) |
| 540 | FIGURE G2407.6.1(3) [304.6.1(3)] ALL AIR FROM OUTDOORS (see Section G2407.6.1) |
| 541 | SECTION G2408 (305) INSTALLATION SECTION G2409 (308) CLEARANCE REDUCTION |
| 542 | FIGURE G2409.2(1) [308.2(1)] EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS FIGURE G2409.2(2) [308.2(2)] WALL PROTECTOR CLEARANCE REDUCTION SYSTEM |
| 543 | FIGURE G2409.2(3) [308.2(3)] MASONRY CLEARANCE REDUCTION SYSTEM SECTION G2410 (309) ELECTRICAL SECTION G2411 (310) ELECTRICAL BONDING |
| 544 | TABLE G2409.2 (308.2) a through k REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION |
| 545 | SECTION G2412 (401) GENERAL SECTION G2413 (402) PIPE SIZING TABLE G2413.2 (402.2) APPROXIMATE GAS INPUT FOR TYPICAL APPLIANCES |
| 546 | EQUATION 24-3 EQUATION 24-4 TABLE G2413.4 (402.4) Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS |
| 547 | TABLE G2413.4(1) [402.4(2)] SCHEDULE 40 METALLIC PIPE |
| 548 | TABLE G2413.4(2) [402.4(3)] SCHEDULE 40 METALLIC PIPE |
| 549 | TABLE G2413.4(3) [402.4(7)] SEMIRIGID COPPER TUBING |
| 550 | TABLE G2413.4(4) [402.4(10)] SEMIRIGID COPPER TUBING |
| 551 | TABLE G2413.4(5) [402.4(13)] CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 552 | TABLE G2413.4(6) [402.4(16)] CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 553 | TABLE G2413.4(7) [402.4(19)] POLYETHYLENE PLASTIC PIPE |
| 554 | TABLE G2413.4(8) [402.4(20)] POLYETHYLENE PLASTIC PIPE |
| 555 | TABLE G2413.4(9) [402.4(23)] SCHEDULE 40 METALLIC PIPE |
| 556 | TABLE G2413.4(10) [402.4(24)] SCHEDULE 40 METALLIC PIPE |
| 557 | TABLE G2413.4(11) [402.4(25)] SCHEDULE 40 METALLIC PIPE |
| 558 | TABLE G2413.4(12) [402.4(26)] SCHEDULE 40 METALLIC PIPE |
| 559 | TABLE G2413.4(13) [402.4(27)] SEMIRIGID COPPER TUBING |
| 560 | TABLE G2413.4(14) [402.4(28)] SEMIRIGID COPPER TUBING |
| 561 | TABLE G2413.4(15) [402.4(29)] SEMIRIGID COPPER TUBING |
| 562 | TABLE G2413.4(16) [402.4(30)] CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 563 | TABLE G2413.4(17) [402.4(31)] CORRUGATED STAINLESS STEEL TUBING (CSST |
| 564 | TABLE G2413.4(18) [402.4(32)] CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 565 | TABLE G2413.4(19) [402.4(33)] POLYETHYLENE PLASTIC PIPE |
| 566 | TABLE G2413.4(20) [402.4(34)] POLYETHYLENE PLASTIC PIPE |
| 567 | TABLE G2413.4(21) [402.4(35)] POLYETHYLENE PLASTIC TUBIN SECTION G2414 (403) PIPING MATERIALS |
| 568 | TABLE G2414.9.2 (403.9.2) SPECIFICATIONS FOR THREADING METALLIC PIPE |
| 569 | SECTION G2415 (404) PIPING SYSTEM INSTALLATION |
| 570 | SECTION G2416 (405) PIPING BENDS AND CHANGES IN DIRECTION |
| 571 | SECTION G2417 (406) INSPECTION, TESTING AND PURGING |
| 572 | SECTION G2418 (407) PIPING SUPPORT SECTION G2419 (408) DRIPS AND SLOPED PIPING SECTION G2420 (409) GAS SHUTOFF VALVES |
| 573 | SECTION G2421 (410) FLOW CONTROLS TABLE G2420.1.1 MANUAL GAS VALVE STANDARDS |
| 574 | SECTION G2422 (411) APPLIANCE CONNECTIONS |
| 575 | SECTION G2423 (413) CNG GAS-DISPENSING SYSTEMS SECTION G2424 (415) PIPING SUPPORT INTERVALS TABLE G2424.1 SUPPORT OF PIPING SECTION G2425 (501) GENERAL |
| 576 | SECTION G2426 (502) VENTS |
| 577 | SECTION G2427 (503) VENTING OF APPLIANCES |
| 578 | TABLE G2427.4 TYPE OF VENTING SYSTEM TO BE USED |
| 579 | FIGURE G2427.5.3 (503.5.4) TYPICAL TERMINATION LOCATIONS FOR CHIMNEYS AND SINGLE-WALL METAL PIPES SERVING RESIDENTIAL-TYPE AND LOW-HEAT APPLIANCES |
| 581 | 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 |
| 584 | TABLE G2427.10.2.4 (503.10.2.4) MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES |
| 585 | TABLE G2427.10.5 (503.10.5)a CLEARANCES FOR CONNECTORS |
| 586 | SECTION G2428 (504) SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS |
| 587 | TABLE G2428.2(1) [504.2(1)] TYPE B DOUBLE-WALL GAS VENT |
| 588 | ABLE G2428.2(1) [504.2(1)]—continued TYPE B DOUBLE-WALL GAS VENT |
| 589 | TABLE G2428.2(2) [504.2(2)] TYPE B DOUBLE-WALL GAS VENT |
| 590 | TABLE G2428.2(2) [504.2(2)]—continued TYPE B DOUBLE-WALL GAS VENT |
| 592 | TABLE G2428.3(1) [504.3(1)] TYPE B DOUBLE-WALL VENT |
| 593 | TABLE G2428.3(2) [504.3(2)] TYPE B DOUBLE-WALL VENT |
| 594 | TABLE G2428.3(3) [504.3(3)] MASONRY CHIMNEY |
| 595 | TABLE G2428.3(4) [504.3(4)] MASONRY CHIMNEY |
| 596 | TABLE G2428.3.2 (504.3.2) MAXIMUM VENT CONNECTOR LENGTH |
| 598 | SECTION G2429 (505) DIRECT-VENT, INTEGRAL VENT, MECHANICAL VENT AND VENTILATION/EXHAUST HOOD VENTING SECTION G2430 (506) FACTORY-BUILT CHIMNEYS SECTION G2431 (601) GENERAL SECTION G2432 (602) DECORATIVE APPLIANCES FOR INSTALLATION IN FIREPLACES SECTION G2433 (603) LOG LIGHTERS SECTION G2434 (604) VENTED GAS FIREPLACES (DECORATIVE APPLIANCES) SECTION G2435 (605) VENTED GAS FIREPLACE HEATERS SECTION G2436 (608) VENTED WALL FURNACES |
| 599 | SECTION G2437 (609) FLOOR FURNACES SECTION G2438 (613) CLOTHES DRYERS SECTION G2439 (614) CLOTHES DRYER EXHAUST |
| 600 | SECTION G2440 (615) SAUNA HEATERS TABLE G2439.5.5.1 (TABLE 614.6.5.1) DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH |
| 601 | SECTION G2441 (617) POOL AND SPA HEATERS SECTION G2442 (618) FORCED-AIR WARM-AIR FURNACES |
| 602 | SECTION G2443 (619) CONVERSION BURNERS SECTION G2444 (620) UNIT HEATERS SECTION G2445 (621) UNVENTED ROOM HEATERS SECTION G2446 (622) VENTED ROOM HEATERS |
| 603 | SECTION G2447 (623) COOKING APPLIANCE SECTION G2448 (624) WATER HEATERS SECTION G2449 (627) AIR CONDITIONING APPLIANCES SECTION G2450 (628) ILLUMINATING APPLIANCES |
| 604 | SECTION G2451 (630) INFRARED RADIANT HEATERS SECTION G2452 (631) BOILERS SECTION G2453 (634) CHIMNEY DAMPER OPENING AREA TABLE G2453.1 (634.1) FREE OPENING AREA OF CHIMNEY DAMPER FOR VENTING FLUE GASES FROM UNLISTED DECORATIVE APPLIANCES FOR INSTALLATION IN VENTED FIREPLA |
| 606 | PART VII – PLUMBING CHAPTER 25 – PLUMBING ADMINISTRATION SECTION P2501 GENERAL SECTION P2502 EXISTING PLUMBING SYSTEMS SECTION P2503 INSPECTION AND TESTS |
| 608 | CHAPTER 26 – GENERAL PLUMBING REQUIREMENTS SECTION P2601 GENERAL SECTION P2602 INDIVIDUAL WATER SUPPLY AND SEWAGE DISPOSAL SECTION P2603 STRUCTURAL AND PIPING PROTECTION |
| 609 | SECTION P2604 TRENCHING AND BACKFILLING FIGURE P2604.4 PIPE LOCATION WITH RESPECT TO FOOTINGS SECTION P2605 SUPPORT SECTION P2606 WATERPROOFING OF OPENINGS SECTION P2607 WORKMANSHIP SECTION P2608 MATERIALS EVALUATION AND LISTING |
| 610 | TABLE P2605.1 PIPING SUPPORT |
| 611 | TABLE P2608.4 PRODUCTS AND MATERIALS REQUIRING THIRD-PARTY TESTING AND THIRD-PARTY CERTIFICATION |
| 612 | CHAPTER 27 – PLUMBING FIXTURES SECTION P2701 FIXTURES, FAUCETS AND FIXTURE FITTINGS SECTION P2702 FIXTURE ACCESSORIES SECTION P2703 TAIL PIECE SECTION P2704 ACCESS TO CONNECTIONS SECTION P2705 INSTALLATION SECTION P2706 WASTE RECEPTORS |
| 613 | TABLE P2701.1 PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS |
| 614 | SECTION P2707 DIRECTIONAL FITTINGS SECTION P2708 SHOWERS SECTION P2709 SHOWER RECEPTORS |
| 615 | SECTION P2710 SHOWER WALLS SECTION P2711 LAVATORIES SECTION P2712 WATER CLOSETS |
| 616 | SECTION P2713 BATHTUBS SECTION P2714 SINKS SECTION P2715 LAUNDRY TUBS SECTION P2716 FOOD WASTE GRINDER SECTION P2717 DISHWASHING MACHINES SECTION P2718 CLOTHES WASHING MACHINE SECTION P2719 FLOOR DRAINS SECTION P2720 WHIRLPOOL BATHTUBS |
| 617 | SECTION P2721 BIDET INSTALLATIONS SECTION P2722 FIXTURE FITTING SECTION P2723 MACERATING TOILET SYSTEMS SECTION P2724 SPECIALTY TEMPERATURE CONTROL DEVICES AND VALVES |
| 618 | CHAPTER 28 – WATER HEATERS SECTION P2801 GENERAL SECTION P2802 WATER HEATERS USED FOR SPACE HEATING SECTION P2803 RELIEF VALVES |
| 620 | CHAPTER 29 – WATER SUPPLY AND DISTRIBUTION SECTION P2901 GENERAL SECTION P2902 PROTECTION OF POTABLE WATER SUPPLY |
| 621 | TABLE P2902.3 APPLICATION FOR BACKFLOW PREVENTERS |
| 622 | TABLE P2902.3.1 MINIMUM AIR GAPS |
| 623 | SECTION P2903 WATER-SUPPLY SYSTEM TABLE P2903.1 REQUIRED CAPACITIES AT POINT OF OUTLET DISCHARGE TABLE P2903.2 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGSb |
| 624 | TABLE P2903.6 WATER-SUPPLY FIXTURE-UNIT VALUES FOR VARIOUS PLUMBING FIXTURES AND FIXTURE GROUPS |
| 625 | TABLE P2903.6(1) CONVERSIONS FROM WATER SUPPLY FIXTURE UNIT TO GALLON PER MINUTE FLOW RATES TABLE P2903.8.1 MANIFOLD SIZING |
| 626 | FIGURE P2903.10 TYPICAL FROSTPROOF HOSE BIBB INSTALLATION NOT REQUIRING SEPARATE VALUE SECTION P2904 DWELLING UNIT FIRE SPRINKLER SYSTEMS |
| 627 | TABLE P2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED |
| 628 | EQUATION 29-1 |
| 630 | TABLE P2904.6.2(1) WATER SERVICE PRESSURE LOSS (PLsvc)a,b |
| 631 | TABLE P2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS (PLm)a TABLE P2904.6.2(3) ELEVATION LOSS (PLe) |
| 632 | TABLE P2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3/4-INCH TYPE M COPPER WATER TUBING |
| 633 | TABLE P2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING |
| 634 | TABLE P2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3/4-INCH CPVC PIPE |
| 635 | TABLE P2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE |
| 636 | TABLE P2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3/4-INCH PEX TUBING |
| 637 | TABLE P2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX TUBING |
| 638 | SECTION P2905 MATERIALS, JOINTS AND CONNECTIONS |
| 639 | TABLE P2905.4 WATER SERVICE PIPE |
| 640 | TABLE P2905.5 WATER DISTRIBUTION PIPE TABLE P2905.6 PIPE FITTINGS |
| 641 | SECTION P2906 CHANGES IN DIRECTION SECTION P2907 SUPPORT SECTION P2908 DRINKING WATER TREATMENT UNITS |
| 642 | CHAPTER 30 – SANITARY DRAINAGE SECTION P3001 GENERAL SECTION P3002 MATERIALS SECTION P3003 JOINTS AND CONNECTIONS |
| 643 | TABLE P3002.1(1) ABOVE-GROUND DRAINAGE AND VENT PIPE TABLE P3002.1(2) UNDERGROUND BUILDING DRAINAGE AND VENT PIPE |
| 644 | TABLE P3002.2 BUILDING SEWER PIPE TABLE P3002.3 PIPE FITTINGS |
| 647 | SECTION P3004 DETERMINING DRAINAGE FIXTURE UNITS TABLE P3004.1 DRAINAGE FIXTURE UNIT (d.f.u.) VALUES FOR VARIOUS PLUMBING FIXTURES |
| 648 | SECTION P3005 DRAINAGE SYSTEM TABLE P3005.1 FITTINGS FOR CHANGE IN DIRECTION |
| 649 | TABLE P3005.4.1 MAXIMUM FIXTURE UNITS ALLOWED TO BE CONNECTED TO BRANCHES AND STACKS TABLE P3005.4.2 MAXIMUM NUMBER OF FIXTURE UNITS ALLOWED TO BE CONNECTED TO THE BUILDING DRAIN, BUILDING DRAIN BRANCHES OR THE BUILDING SEWER |
| 650 | SECTION P3006 SIZING OF DRAIN PIPE OFFSETS SECTION P3007 SUMPS AND EJECTORS |
| 651 | TABLE 3007.6 MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR SECTION P3008 BACKWATER VALVES |
| 652 | CHAPTER 31 – VENTS SECTION P3101 VENT SYSTEMS SECTION P3102 VENT STACKS AND STACK VENTS SECTION P3103 VENT TERMINALS SECTION P3104 VENT CONNECTIONS AND GRADES |
| 653 | SECTION P3105 FIXTURE VENTS TABLE P3105.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT SECTION P3106 INDIVIDUAL VENT SECTION P3107 COMMON VENT TABLE P3107.3 COMMON VENT SIZES SECTION P3108 WET VENTING |
| 654 | TABLE P3108.3 WET VENT SIZE SECTION P3109 WASTE STACK VENT TABLE P3109.4 WASTE STACK VENT SIZE SECTION P3110 CIRCUIT VENTING SECTION P3111 COMBINATION WASTE AND VENT SYSTEM |
| 655 | TABLE P3111.3 SIZE OF COMBINATION WASTE AND VENT PIPE SECTION P3112 ISLAND FIXTURE VENTING SECTION P3113 VENT PIPE SIZING SECTION P3114 AIR ADMITTANCE VALVES |
| 656 | TABLE P3113.4.1 SIZE AND LENGTH OF SUMP VENTS |
| 658 | CHAPTER 32 – TRAPS SECTION P3201 FIXTURE TRAPS TABLE P3201.7 SIZE OF TRAPS AND TRAP ARMS FOR PLUMBING FIXTURES |
| 660 | CHAPTER 33 – STORM DRAINAGE SECTION P3301 GENERAL SECTION P3302 SUBSOIL DRAINS TABLE P3302.1 SUBSOIL DRAIN PIPE SECTION P3303 SUMPS AND PUMPING SYSTEMS |
| 662 | PART VIII – ELECTRICAL CHAPTER 34 – GENERAL REQUIREMENTS SECTION E3401 GENERAL |
| 663 | SECTION E3402 BUILDING STRUCTURE PROTECTION SECTION E3403 INSPECTION AND APPROVAL SECTION E3404 GENERAL EQUIPMENT REQUIREMENTS |
| 664 | TABLE E3404.4 ENCLOSURE SELECTION |
| 665 | SECTION E3405 EQUIPMENT LOCATION AND CLEARANCES SECTION E3406 ELECTRICAL CONDUCTORS AND CONNECTIONS |
| 666 | FIGURE E3405.1a, b, c, d, e WORKING SPACE AND CLEARANCES |
| 667 | SECTION E3407 CONDUCTOR AND TERMINAL IDENTIFICATION |
| 670 | CHAPTER 35 – ELECTRICAL DEFINITIONS SECTION E3501 GENERAL |
| 674 | CHAPTER 36 – SERVICES SECTION E3601 GENERAL SERVICES SECTION E3602 SERVICE SIZE AND RATING |
| 675 | TABLE E3602.2 MINIMUM SERVICE LOAD CALCULATION SECTION E3603 SERVICE, FEEDER AND GROUNDING ELECTRODE CONDUCTOR SIZING |
| 676 | TABLE E3603.1 SERVICE CONDUCTOR AND GROUNDING ELECTRODE CONDUCTOR SIZING FIGURE E3604.1 CLEARANCES FROM BUILDING OPENINGS |
| 677 | SECTION E3604 OVERHEAD SERVICE-DROP AND SERVICE CONDUCTOR INSTALLATION FIGURE E3604.2.1 CLEARANCES FROM ROOFS |
| 678 | SECTION E3605 SERVICE-ENTRANCE CONDUCTORS |
| 679 | SECTION E3606 SERVICE EQUIPMENT—GENERAL SECTION E3607 SYSTEM GROUNDING |
| 680 | SECTION E3608 GROUNDING ELECTRODE SYSTEM |
| 681 | SECTION E3609 BONDING |
| 682 | SECTION E3610 GROUNDING ELECTRODE CONDUCTORS SECTION E3611 GROUNDING ELECTRODE CONDUCTOR CONNECTION TO THE GROUNDING ELECTRODES |
| 684 | CHAPTER 37 – BRANCH CIRCUIT AND FEEDER REQUIREMENTS SECTION E3701 GENERAL SECTION E3702 BRANCH CIRCUIT RATINGS |
| 685 | TABLE E3702.13 BRANCH-CIRCUIT REQUIREMENTS—SUMMARYa SECTION E3703 REQUIRED BRANCH CIRCUITS |
| 686 | SECTION E3704 FEEDER REQUIREMENTS TABLE E3704.2(1) FEEDER LOAD CALCULATION |
| 687 | TABLE E3704.2(2) DEMAND LOADS FOR ELECTRIC RANGES, WALL-MOUNTED OVENS, COUNTER-MOUNTED COOKING UNITS AND OTHER COOKING APPLIANCES OVER 13/4 kVA RATINGa,b SECTION E3705 CONDUCTOR SIZINGAND OVERCURRENT PROTECTION TABLE E3705.1 ALLOWABLE AMPACITIES |
| 688 | TABLE E3705.2 AMBIENT TEMPERATURE CORRECTION FACTORS TABLE E3705.3 CONDUCTOR PROXIMITY ADJUSTMENT FACTORS |
| 689 | TABLE E3705.5.3 OVERCURRENT-PROTECTION RATING |
| 690 | SECTION E3706 PANELBOARDS |
| 692 | CHAPTER 38 – WIRING METHODS SECTION E3801 GENERAL REQUIREMENTS TABLE E3801.2 ALLOWABLE WIRING METHODS SECTION E3802 ABOVE-GROUND INSTALLATION REQUIREMENTS |
| 693 | TABLE E3801.4 ALLOWABLE APPLICATIONS FOR WIRING METHODSa, b, c, d, e, f, g, h, i, j, k |
| 694 | TABLE E3802.1 GENERAL INSTALLATION AND SUPPORT REQUIREMENTS FOR WIRING METHODSa, b, c, d, e, f, g, h, i, j, k |
| 695 | SECTION E3803 UNDERGROUND INSTALLATION REQUIREMENTS TABLE E3803.1 MINIMUM COVER REQUIREMENTS, BURIAL IN INCHESa, b, c, d, e |
| 698 | CHAPTER 39 – POWER AND LIGHTING DISTRIBUTION SECTION E3901 RECEPTACLE OUTLETS FIGURE E3901.2 GENERAL USE RECEPTACLE DISTRIBUTION |
| 699 | FIGURE E3901.4 COUNTERTOP RECEPTACLES FIGURE E3901.4.1 DETERMINATION OF AREA BEHIND SINK OR RANGE |
| 700 | SECTION E3902 GROUND-FAULT AND ARC-FAULT CIRCUIT- INTERRUPTER PROTECTION |
| 701 | SECTION E3903 LIGHTING OUTLETS SECTION E3904 GENERAL INSTALLATION REQUIREMENTS |
| 702 | TABLE E3904.6(1) MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL METALLIC TUBING (EMT)a |
| 703 | TABLE E3904.6(2) MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL NONMETALLIC TUBING (ENT)a |
| 704 | TABLE E3904.6(3) MAXIMUM NUMBER OF CONDUCTORS IN FLEXIBLE METALLIC CONDUIT (FMC)a |
| 705 | TABLE E3904.6(4) MAXIMUM NUMBER OF CONDUCTORS IN INTERMEDIATE METALLIC CONDUIT (IMC)a |
| 706 | TABLE E3904.6(5) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-B)a |
| 707 | TABLE E3904.6(6) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-A)a |
| 708 | TABLE E3904.6(7) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE METAL CONDUIT (LFMC)a |
| 709 | TABLE E3904.6(8) MAXIMUM NUMBER OF CONDUCTORS IN RIGID METAL CONDUIT (RMC)a |
| 710 | TABLE E3904.6(9) MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT, SCHEDULE 80 (PVC-80)a |
| 711 | TABLE E3904.6(10) MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT SCHEDULE 40 (PVC-40)a |
| 712 | SECTION E3905 BOXES, CONDUIT BODIES AND FITTINGS |
| 714 | TABLE E3905.13.1 MAXIMUM NUMBER OF CONDUCTORS IN METAL BOXESa TABLE E3905.13.2.1 VOLUME ALLOWANCE REQUIRED PER CONDUCTOR |
| 715 | SECTION E3906 INSTALLATION OF BOXES, CONDUIT BODIES AND FITTINGS |
| 716 | SECTION E3907 CABINETS AND PANELBOARDS |
| 717 | TABLE E3907.8 PERCENT OF CROSS SECTION OF CONDUIT AND TUBING FOR CONDUCTORS SECTION E3908 GROUNDING |
| 719 | TABLE E3908.12 EQUIPMENT GROUNDING CONDUCTOR SIZING |
| 720 | SECTION E3909 FLEXIBLE CORDS TABLE E3909.2 MAXIMUM AMPERE LOAD FOR FLEXIBLE CORDS |
| 722 | CHAPTER 40 DEVICES AND LUMINAIRES SECTION E4001 SWITCHES |
| 723 | SECTION E4002 RECEPTACLES TABLE E4002.1.2 RECEPTACLE RATINGS FOR VARIOUS SIZE MULTI-OUTLET CIRCUITS |
| 724 | SECTION E4003 FIXTURES |
| 725 | FIGURE E4003.12 CLOSET STORAGE SPACE SECTION E4004 LUMINAIRE INSTALLATION SECTION E4005 TRACK LIGHTING |
| 728 | CHAPTER 41 – APPLIANCE INSTALLATION SECTION E4101 GENERAL TABLE E4101.3 FLEXIBLE CORD LENGTH |
| 729 | TABLE E4101.5 DISCONNECTING MEANS |
| 730 | CHAPTER 42 – SWIMMING POOLS SECTION E4201 GENERAL SECTION E4202 WIRING METHODS FOR POOLS, SPAS, HOT TUBS AND HYDROMASSAGE BATHTUBS |
| 731 | TABLE E4202.1 ALLOWABLE APPLICATIONS FOR WIRING METHODSa, b, c, d, e, f, g, h, l |
| 732 | SECTION E4203 EQUIPMENT LOCATION AND CLEARANCES |
| 733 | TABLE E4203.5 OVERHEAD CONDUCTOR CLEARANCES TABLE E4203.7 MINIMUM BURIAL DEPTHS SECTION E4204 BONDING |
| 735 | SECTION E4205 GROUNDING |
| 736 | SECTION E4206 EQUIPMENT INSTALLATION |
| 738 | SECTION E4207 STORABLE SWIMMING POOLS |
| 739 | SECTION E4208 SPAS AND HOT TUBS SECTION E4209 HYDROMASSAGE BATHTUBS |
| 742 | CHAPTER 43 – CLASS 2 REMOTE-CONTROL, SIGNALING AND POWER-LIMITED CIRCUITS SECTION E4301 GENERAL SECTION E4302 POWER SOURCES SECTION E4303 WIRING METHODS TABLE E4303.2 CABLE USES AND PERMITTED SUBSTITUTIONS SECTION E4304 INSTALLATION REQUIREMENTS |
| 744 | PART IX – REFERENCED STANDARDS CHAPTER 44 – REFERENCED STANDARDS AAMA ACI ACCA |
| 745 | AFPA AISI AITC ANSI |
| 746 | APA APSP |
| 747 | ASCE/SEI ASHRAE ASME |
| 748 | ASSE |
| 749 | ASTM |
| 757 | AWPA AWS AWWA CGSB |
| 758 | CISPI CPA CPSC CSA |
| 759 | CSSB DASMA |
| 760 | DOC DOTn FEMA FM GA |
| 761 | HPVA ICC ISO MSS NAIMA |
| 762 | NCMA NFPA NFRC NSF |
| 763 | PCA SMACNA TMS TPI UL |
| 764 | ULC US-FTC |
| 765 | WDMA |
| 766 | APPENDIX A – SIZING AND CAPACITIES OF GAS PIPING A.1 GENERAL PIPING CONSIDERATIONS A.2 DESCRIPTION OF TABLES |
| 767 | TABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES |
| 768 | TABLE A.2.2—continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES |
| 769 | 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 A.3 USE OF CAPACITY TABLES |
| 771 | TABLE A.3.4 THOUSANDS OF Btu/h (MBH) OF NATURAL GAS PER 100 FEET OF PIPE AT VARIOUS PRESSURE DROPS AND PIPE DIAMETERS A.4 USE OF SIZING EQUATIONS A.5 PIPE AND TUBE DIAMETERS |
| 772 | TABLE A.5.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES TABLE A.5.2 COPPER TUBE STANDARD SIZES A.6 USE OF SIZING CHARTS |
| 773 | FIGURE A.6(a) CAPACITY OF NATURAL GAS PIPING, LOW PRESSURE (0.60 WC) FIGURE A.6(b) CAPACITY OF NATURAL GAS PIPING, HIGH PRESSURE (1.5 psi and above) |
| 774 | A.7 EXAMPLES OF PIPING SYSTEM DESIGN AND SIZING FIGURE A.7.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM FIGURE A.7.2 PIPING PLAN SHOWING A CSST SYSTEM |
| 775 | FIGURE A.7.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM |
| 776 | FIGURE A.7.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM |
| 778 | APPENDIX B – SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES, AND APPLIANCES LISTED FOR USE WITH TYPE B VENTS EXAMPLES USING SINGLE APPLIANCE VENTING TABLES FIGURE B-1 TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A TYPE B DOUBLE-WALL VENT FIGURE B-2 TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A SINGLE-WALL METAL VENT CONNECTOR |
| 779 | FIGURE B-3 VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A MASONRY CHIMNEY OF TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE B-4 VENT SYSTEM SERVING A SINGLE APPLIANCE USING A MASONRY CHIMNEY AND A SINGLE-WALL METAL VENT CONNECTOR FIGURE B-5 ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING A SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE FIGURE B-6 VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND TYPE BDOUBLE-WALL VENT CONNECTOR |
| 780 | FIGURE B-7 VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND SINGLE-WALL METAL VENT CONNECTORS FIGURE B-8 MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE B-9 MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH SINGLE-WALL METAL VENT CONNECTORS FIGURE B-10 ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING TWO OR MORE DRAFT-HOOD-EQUIPPED APPLIANCES |
| 781 | FIGURE B-11 USE OF MANIFOLD COMMON VENT CONNECTOR FIGURE B-12 USE OF OFFSET COMMON VENT FIGURE B-13 MULTISTORY GAS VENT DESIGN PROCEDURE FOR EACH SEGMENT OF SYSTEM FIGURE B-14 MULTISTORY VENT SYSTEMS |
| 782 | FIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE |
| 783 | EXAMPLES USING COMMON VENTING TABLES FIGURE B-17 (EXAMPLE 4) COMMON VENTING TWO DRAFT HOOD-EQUIPPED APPLIANCES FIGURE B-18 (EXAMPLE 5A) COMMON VENTING A DRAFT HOOD WITH A FAN-ASSISTED FURNACE INTO A TYPE B DOUBLE-WALL COMMON VENT |
| 785 | TABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa |
| 786 | FIGURE B-19 |
| 788 | APPENDIX C – EXIT TERMINALS OF MECHANICAL DRAFTAND DIRECT-VENT VENTING SYSTEMS FIGURE C-1 EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS |
| 790 | APPENDIX D – RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION |
| 792 | APPENDIX E- MANUFACTURED HOUSING USED AS DWELLINGS SECTION AE101 SCOPE SECTION AE102 APPLICATION TO EXISTING MANUFACTURED HOMES AND BUILDING SERVICE EQUIPMENT |
| 793 | SECTION AE201 DEFINITIONS SECTION AE301 PERMITS SECTION AE302 APPLICATION FOR PERMIT |
| 794 | SECTION AE303 PERMITS ISSUANCE SECTION AE304 FEES |
| 795 | SECTION AE305 INSPECTIONS |
| 796 | SECTION AE306 SPECIAL INSPECTIONS SECTION AE307 UTILITY SERVICE SECTION AE401 OCCUPANCY CLASSIFICATION SECTION AE402 LOCATION ON PROPERTY SECTION AE501 DESIGN |
| 797 | SECTION AE502 FOUNDATION SYSTEMS SECTION AE503 SKIRTING AND PERIMETER ENCLOSURES SECTION AE504 STRUCTURAL ADDITIONS SECTION AE505 BUILDING SERVICE EQUIPMENT |
| 798 | SECTION AE506 EXITS SECTION AE507 OCCUPANCY, FIRE SAFETY AND ENERGY CONSERVATION STANDARDS SECTION AE600 SPECIAL REQUIREMENTS FOR FOUNDATION SYSTEMS SECTION AE601 FOOTINGS AND FOUNDATIONS SECTION AE602 PIER CONSTRUCTION SECTION AE603 HEIGHT OF PIERS SECTION AE604 ANCHORAGE INSTALLATIONS |
| 799 | SECTION AE605 TIES, MATERIALS AND INSTALLATION SECTION AE606 REFERENCED STANDARDS |
| 800 | APPENDIX F – RADON CONTROL METHODS SECTION AF101 SCOPE SECTION AF102 DEFINITIONS SECTION AF103 REQUIREMENTS |
| 803 | FIGURE AF101 EPA MAP OF RADON ZONES |
| 804 | TABLE AF101(1) HIGH RADON POTENTIAL (ZONE 1) COUNTIESa |
| 805 | TABLE AF101(1)—continued HIGH RADON POTENTIAL (ZONE 1) COUNTIESa |
| 806 | FIGURE AF102 RADON-RESISTANT CONSTRUCTION DETAILS FOR FOUR FOUNDATION TYPES |
| 808 | APPENDIX G – SWIMMING POOLS, SPAS AND HOT TUBS SECTION AG101 GENERAL SECTION AG102 DEFINITIONS SECTION AG103 SWIMMING POOLS SECTION AG104 SPAS AND HOT TUBS SECTION AG105 BARRIER REQUIREMENTS |
| 809 | SECTION AG106 ENTRAPMENT PROTECTION FOR SWIMMING POOL AND SPA SUCTION OUTLETS |
| 810 | SECTION AG107 ABBREVIATIONS SECTION AG108 STANDARDS |
| 812 | APPENDIX H – PATIO COVERS SECTION AH101 GENERAL SECTION AH102 DEFINITION SECTION AH103 PERMITTED USES SECTION AH104 DESIGN LOADS SECTION AH105 LIGHT AND VENTILATION/EMERGENCY EGRESS SECTION AH106 FOOTINGS SECTION AH107 SPECIAL PROVISIONS FOR ALUMINUM SCREEN ENCLOSURES IN HURRICANE-PRONE REGIONS |
| 813 | TABLE AH107.4(1) DESIGN WIND PRESSURES FOR ALUMINUM SCREEN ENCLOSURE FRAMING WITH AN IMPORTANCE FACTOR OF 0.77a, b, c TABLE AH107.4(2) HEIGHT ADJUSTMENT FACTORS |
| 814 | APPENDIX K – SOUND TRANSMISSION SECTION AK101 GENERAL SECTION AK102 AIR-BORNE SOUND SECTION AK103 STRUCTURAL-BORNE SOUND SECTION AK104 REFERENCED STANDARDS |
| 816 | APPENDIX N – VENTING METHODS FIGURE N1 TYPICAL SINGLE-BATH WET-VENT ARRANGEMENTS |
| 817 | FIGURE N2 TYPICAL DOUBLE-BATH WET-VENT ARRANGEMENTS |
| 818 | FIGURE N3 TYPICAL HORIZONTAL WET VENTING |
| 819 | FIGURE N4 TYPICAL METHODS OF WET VENTING |
| 820 | FIGURE N5 SINGLE STACK SYSTEM FOR A TWO-STORY DWELLING |
| 821 | FIGURE N6 WASTE STACK VENTING |
| 822 | FIGURE N7 CIRCUIT VENT WITH ADDITIONAL NONCIRCUIT VENTED BRANCH |
| 824 | APPENDIX O – GRAY WATER AND RAIN WATER RECYCLING SYSTEMS SECTION AO101 GENERAL SECTION AO102 SYSTEMS FOR FLUSHING WATER CLOSETS AND URINALS |
| 825 | FIGURE AO101.1(1) GRAY WATER RECYCLING SYSTEM FOR FLUSHING WATER CLOSETS AND URINALS FIGURE AO101.1(2) GRAY WATER RECYCLING SYSTEM FOR SUBSURFACE LANDSCAPE IRRIGATION |
| 826 | SECTION AO103 SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS EQUATION AO-1 |
| 827 | TABLE AO103.8 LOCATION OF GRAY WATER SYSTEM TABLE AO103.9.1 DESIGN LOADING RATE TABLE AO103.10 DISTRIBUTION PIPE |
| 828 | APPENDIX P SIZING OF WATER PIPING SYSTEM SECTION AP101 GENERAL SECTION AP102 INFORMATION REQUIRED SECTION AP103 SELECTION OF PIPE SIZE |
| 832 | TABLE AP.1 TABLE AP.2 |
| 833 | FIGURE AP103.3(1) EXAMPLE-SIZING |
| 834 | TABLE AP103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS |
| 835 | TABLE AP103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa |
| 836 | TABLE AP103.3(3) TABLE FOR ESTIMATING DEMAND |
| 837 | TABLE AP103.3(3)—continued TABLE FOR ESTIMATING DEMAND TABLE AP103.3(4) LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH (psi) |
| 838 | TABLE AP103.3(5) ALLOWANCE IN EQUIVALENT LENGTHS OF PIPE FOR FRICTION LOSS IN VALVES AND THREADED FITTINGS (feet) TABLE AP103.3(6) PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEa (feet) |
| 839 | FIGURE AP103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B 88 COPPER TUBING) |
| 840 | FIGURE AP103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B 88 COPPER TUBING) |
| 841 | FIGURE AP103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B 88 COPPER TUBING) |
| 842 | FIGURE AP103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa |
| 843 | FIGURE AP103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa |
| 844 | FIGURE AP103.3(7) FRICTION LOSS IN FAIRLY ROUGH PIPEa |
| 845 | SECTION AP201 SELECTION OF PIPE SIZE |
| 846 | TABLE AP201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.) |
| 847 | TABLE AP201.1—continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.) |
| 848 | APPENDIX Q ICC INTERNATIONAL RESIDENTIAL CODE ELECTRICAL PROVISIONS/NATIONAL ELECTRICAL CODE CROSS-REFERENCE |
| 862 | INDEX |
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