ICC IRC 2024 1stptg
$82.08
International Residential Code
| Published By | Publication Date | Number of Pages |
| ICC | 2024 | 1123 |
The 2024 International Codes® (I-Codes®) have undergone substantial formatting changes as part of the digital transformation strategy of the International Code Council® (ICC®) to improve the user experience. The changes, promoting a cleaner, more modern look and enhancing readability and sustainability, include: Single column text format and modernized font styles improves readability QR Codes replace vertical margin sidebars and arrows to identify code changes more accurately Shading for table headers and notes improves locating tables and applicable notes Grouping of associated content brings tables and figures immediately after the parent section This comprehensive code comprises all building, plumbing, mechanical, fuel gas, energy conservation and electrical requirements for one- and two-family dwellings and townhouses up to three stories. The 2024 IRC® contains many important changes: Imaginary lot lines are added for calculating fire separation distance when considering multiple dwellings on a single lot Shared accessory rooms are an option in two-family dwellings 10-amp circuits now allowed for some lighting circuits, lighting outlets and exhaust Many requirements for energy storage systems added New protection requirements for storage batteries in garages are added Sleeping loft requirements added for habitable attic style lofts and tiny home style lofts now have maximum size limits to meet an exception Reinforcement of the floor below guards at a mezzanine is now required The final test of the DWV system may be visual Air exhaust openings now allowed near operable windows and doors A2L refrigerants are added as an option for cooling equipment Solvent cement joints for CPVC pipe are allowed above and below ground Kitchen islands are no longer required to have receptacle outlets Snow, wind and seismic maps updated Accessibility in care facilities clarified EV cars are added to the feeder load calculations
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2024 IRC® INTERNATIONAL RESIDENTIAL CODE® FOR ONE-AND TWO-FAMILY DWELLINGS |
| 3 | COPYRIGHT |
| 4 | NEW DESIGN FOR THE 2024 INTERNATIONAL CODES |
| 5 | PREFACE |
| 21 | CONTENTS |
| 23 | SECTION G2453 (635)—OUTDOOR DECORATIVE APPLIANCES |
| 29 | PART I-ADMINISTRATIVE CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION R101—SCOPE AND GENERAL REQUIREMENTS SECTION R102—APPLICABILITY |
| 30 | PART 2—ADMINISTRATION AND ENFORCEMENT SECTION R103—CODE COMPLIANCE AGENCY SECTION R104—DUTIES AND POWERS OF THE BUILDING OFFICIAL |
| 32 | SECTION R105—PERMITS |
| 34 | SECTION R106—CONSTRUCTION DOCUMENTS |
| 35 | SECTION R107—TEMPORARY STRUCTURES AND USES SECTION R108—FEES |
| 36 | SECTION R109—INSPECTIONS SECTION R110—CERTIFICATE OF OCCUPANCY |
| 37 | SECTION R111—SERVICE UTILITIES SECTION R112—MEANS OF APPEALS SECTION R113—VIOLATIONS |
| 38 | SECTION R114—STOP WORK ORDER |
| 39 | PART II-DEFINITIONS CHAPTER 2 DEFINITIONS SECTION R201—GENERAL SECTION R202—DEFINITIONS |
| 61 | PART III-BUILDING PLANNING AND CONSTRUCTION CHAPTER 3 BUILDING PLANNING SECTION R301—DESIGN CRITERIA |
| 62 | TABLE R301.2—CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA |
| 63 | FIGURE R301.2(2)—ULTIMATE DESIGN WIND SPEEDS |
| 64 | FIGURE R301.2(3)—ALLOWABLE STRESS DESIGN GROUND SNOW LOADS, P g (asd) , FOR THE UNITED STATES (lb/ft2) |
| 65 | FIGURE R301.2.1—COMPONENT AND CLADDING PRESSURE ZONES |
| 66 | TABLE R301.2.1(1)—COMPONENT AND CLADDING LOADS FOR A BUILDINGWITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf)a, b, c, d, e, f, g |
| 67 | TABLE R301.2.1(1)—COMPONENT AND CLADDING LOADS FOR A BUILDINGWITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf) a, b, c, d, e, f, g—continued |
| 68 | TABLE R301.2.1(1)—COMPONENT AND CLADDING LOADS FOR A BUILDINGWITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf) a, b, c, d, e, f, g—continued |
| 69 | TABLE R301.2.1(2)—HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR Table R301.2.1(1) |
| 70 | FIGURE R301.2.1.1—REGIONS WHERE WIND DESIGN IS REQUIRED |
| 71 | TABLE R301.2.1.2—WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d TABLE R301.2.1.3—WIND SPEED CONVERSIONSa |
| 72 | TABLE R301.2.1.5.1—ULTIMATE DESIGN WIND SPEED MODIFICATION FOR TOPOGRAPHIC WIND EFFECTa, b FIGURE R301.2.1.5.1(1)—TOPOGRAPHIC FEATURES FOR WIND SPEED-UP EFFECT |
| 73 | 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)—UPWIND OBSTRUCTION |
| 74 | FIGURE R301.2.2.1(1)—SEISMIC DESIGN CATEGORIES FOR DEFAULTSITE CONDITIONS FOR THE CONTERMINOUS UNITED STATES (WESTERN)aa. |
| 75 | FIGURE R301.2.2.1(2)—SEISMIC DESIGN CATEGORIES FOR DEFAULTSITE CONDITIONS FOR THE CONTERMINOUS UNITED STATES (EASTERN)a |
| 76 | FIGURE R301.2.2.1(3)—SEISMIC DESIGN CATEGORIES FOR DEFAULT SITE CONDITIONS FOR ALASKAa FIGURE R301.2.2.1(4)—SEISMIC DESIGN CATEGORIES FOR DEFAULT SITE CONDITIONS FOR HAWAIIa |
| 77 | FIGURE R301.2.2.1(5)—SEISMIC DESIGN CATEGORIES FORDEFAULT SITE CONDITIONS FOR PUERTO RICO AND THE UNITED STATES VIRGIN ISLANDSa FIGURE R301.2.2.1(6)—SEISMIC DESIGN CATEGORIES FORDEFAULT SITE CONDITIONS FOR GUAM AND THE NORTHERN MARIANA ISLANDSa |
| 78 | FIGURE R301.2.2.1(7)—SEISMIC DESIGN CATEGORIES FOR DEFAULT SITE CONDITIONS FOR AMERICAN SAMOAa TABLE R301.2.2.1.1—SEISMIC DESIGN CATEGORY DETERMINATION |
| 82 | TABLE R301.5—MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) TABLE R301.6—MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION |
| 83 | TABLE R301.7—ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSb, c SECTION R302 —FIRE-RESISTANT CONSTRUCTION |
| 84 | TABLE R302.1(1)—EXTERIOR WALLS TABLE R302.1(2)—EXTERIOR WALLS—DWELLINGS AND TOWNHOUSES WITH AN AUTOMATIC SPRINKLER SYSTEM |
| 86 | TABLE R302.3.6—DWELLING-SHARED ACCESSORY ROOM |
| 88 | TABLE R302.6—DWELLING UNIT GARAGE SEPARATION |
| 91 | SECTION R303—FOAM PLASTIC TABLE R303.1.2—MATERIAL STANDARDS FOR FOAM PLASTIC INSULATING SHEATHING |
| 93 | SECTION R304—PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY |
| 95 | SECTION R305—PROTECTION AGAINST SUBTERRANEAN TERMITES |
| 96 | FIGURE R305.4—TERMITE INFESTATION PROBABILITY MAP SECTION R306—FLOOD-RESISTANT CONSTRUCTION |
| 100 | SECTION R307—STORM SHELTERS |
| 101 | SECTION R308—SITE ADDRESS SECTION R309—AUTOMATIC SPRINKLER SYSTEMS SECTION R310—SMOKE ALARMS |
| 102 | SECTION R311—CARBON MONOXIDE ALARMS |
| 103 | SECTION R312—MINIMUM ROOM AREAS SECTION R313—CEILING HEIGHT |
| 104 | SECTION R314—MEZZANINES SECTION R315—SLEEPING LOFTS |
| 105 | SECTION R316—HABITABLE ATTICS SECTION R317—GARAGES AND CARPORTS |
| 106 | SECTION R318—MEANS OF EGRESS |
| 108 | SECTION R319—EMERGENCY ESCAPE AND RESCUE OPENINGS |
| 110 | SECTION R320—HANDRAILS |
| 111 | SECTION R321—GUARDS AND WINDOW FALL PROTECTION SECTION R322—ACCESSIBILITY |
| 112 | SECTION R323—ELEVATORS AND PLATFORM LIFTS SECTION R324—GLAZING TABLE R324.3.1(1)—MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201 |
| 113 | TABLE R324.3.1(1)—MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201 TABLE R324.3.1(2)—MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 |
| 114 | FIGURE R324.4.7—HAZARDOUS GLAZING LOCATIONS AT BOTTOM STAIR LANDINGS |
| 115 | SECTION R325—LIGHT, VENTILATION AND HEATING |
| 116 | SECTION R326—SANITATION |
| 117 | SECTION R327—TOILET, BATH AND SHOWER SPACES FIGURE R327.1—MINIMUM FIXTURE CLEARANCES SECTION R328—SWIMMING POOLS, SPAS AND HOT TUBS |
| 118 | SECTION R329—SOLAR ENERGY SYSTEMS |
| 119 | SECTION R330—ENERGY STORAGE SYSTEMS |
| 121 | FIGURE R330.8.1—ESS VEHICLE IMPACT PROTECTION |
| 122 | SECTION R331—STATIONARY ENGINE GENERATORS SECTION R332—STATIONARY FUEL CELL POWER SYSTEMS |
| 123 | CHAPTER 4 FOUNDATIONS SECTION R401—GENERAL TABLE R401.4.1(1)—PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa |
| 124 | TABLE R401.4.1(2)—PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM SECTION R402—MATERIALS |
| 125 | TABLE R402.2—MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE |
| 126 | SECTION R403—FOOTINGS TABLE R403.1(1)—MINIMUM WIDTH AND THICKNESS FORCONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION (inches)a, b, c, d |
| 127 | TABLE R403.1(1)—MINIMUM WIDTH AND THICKNESS FORCONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION (inches)a, b, c, d—continued TABLE R403.1(2)—MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FORLIGHT-FRAME CONSTRUCTION WITH BRICK VENEER OR LATH AND PLASTER (inches)a, b, c, d |
| 128 | TABLE R403.1(2)—MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FORLIGHT-FRAME CONSTRUCTION WITH BRICK VENEER OR LATH AND PLASTER (inches)a, b, c, d—continued TABLE R403.1(3)—MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS WITHCAST-IN-PLACE CONCRETE OR PARTIALLY GROUTED MASONRY WALL CONSTRUCTION (inches)a, b, c, d |
| 129 | TABLE R403.1(3)—MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS WITHCAST-IN-PLACE CONCRETE OR PARTIALLY GROUTED MASONRY WALL CONSTRUCTION (inches)a, b, c, d—continued |
| 130 | FIGURE R403.1(1)—PLAIN CONCRETE FOOTINGS WITH MASONRY ANDCONCRETE STEM WALLS IN SEISMIC DESIGN CATEGORIES A, B AND Ca, b, c, d, e, f |
| 131 | FIGURE R403.1(2)—PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION FIGURE R403.1(3)—PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION |
| 132 | TABLE R403.1.2—CONTINUOUS FOOTING REQUIREMENTS IN SEISMIC DESIGN CATEGORIES D0, D1 AND D2 |
| 133 | FIGURE R403.1.3—REINFORCED CONCRETE FOOTINGS AND MASONRY AND CONCRETE STEM WALLS IN SDC D0, D1 AND D2a, b, c, d, e, f |
| 136 | FIGURE R403.1.7.1—FOUNDATION CLEARANCE FROM SLOPES |
| 137 | FIGURE R403.3(1)—INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS |
| 138 | FIGURE R403.3(2)—AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD |
| 139 | TABLE R403.3(1)—MINIMUM FOOTING DEPTH ANDINSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGSa TABLE R403.3(2)—AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY |
| 140 | TABLE R403.3(2)—AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY—continued |
| 141 | TABLE R403.3(2)—AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY—continued |
| 142 | TABLE R403.3(2)—AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY—continued |
| 143 | TABLE R403.3(2)—AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY—continued |
| 144 | FIGURE R403.3(3)—INSULATION PLACEMENT FORFROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE |
| 145 | FIGURE R403.3(4)—INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE |
| 146 | FIGURE R403.4(1)—BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL BEARING ON CRUSHED STONE FIGURE R403.4(2)—BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL ON SPREAD FOOTING |
| 147 | TABLE R403.4—MINIMUM DEPTH (D) AND WIDTH (W) OF CRUSHED STONE FOOTINGSa, b (inches) |
| 148 | FIGURE R403.5(1)—CRUSHED STONE FOOTINGS FOR CAST-IN-PLACE CONCRETE FOUNDATIONS IN SEISMIC DESIGN CATEGORIES A, B,AND C AND WIND EXPOSURE CATEGORIES B, C, AND D: CAST-IN-PLACE CONCRETE FOUNDATION WALL WITH WOOD CRIPPLE WALL FIGURE R403.5(2)—CRUSHED STONE FOOTINGS FOR CAST-IN-PLACE CONCRETE FOUNDATIONS IN SEISMIC DESIGN CATEGORIES A, B, AND C AND WIND EXPOSURE CATEGORIES B, C, AND D: CONCRETE SLAB-ON-GROUND WITHTURNED DOWN FOUNDATION CAST-IN-PLACE CONCRETE FOUNDATION WALL WITH NO CRIPPLE WALL ABOVE |
| 149 | FIGURE R403.5(3)—CRUSHED STONE FOOTINGS FOR CAST-IN-PLACE CONCRETE FOUNDATIONS IN SEISMIC DESIGN CATEGORIES A, B,AND C AND WIND EXPOSURE CATEGORIES B, C, AND D: CONCRETE SLAB-ON-GROUND WITH TURNED DOWN FOUNDATION TABLE R403.5—MINIMUM CAST-IN-PLACE CONCRETE FOUNDATION WALLDIMENSIONS, REINFORCEMENT AND MAXIMUM BRACED WALL LINE SPACING SECTION R404—FOUNDATION AND RETAINING WALLS |
| 150 | TABLE R404.1.2.1(1)—PLAIN MASONRY FOUNDATION WALLSf |
| 151 | TABLE R404.1.2.1(2)—8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 5 INCHESa, c, f |
| 152 | TABLE R404.1.2.1(3)—10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 6.75 INCHESa, c, f |
| 153 | TABLE R404.1.2.1(4)—12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 8.75 INCHESa, c, f |
| 154 | TABLE R404.1.3.2(1)—MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLSa, b TABLE R404.1.3.2(2)—MINIMUM VERTICAL REINFORCEMENT FOR6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, g, h, i, j, k |
| 155 | TABLE R404.1.3.2(2)—MINIMUM VERTICAL REINFORCEMENT FOR6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, g, h, i, j, k—continued TABLE R404.1.3.2(3)—MINIMUM VERTICAL REINFORCEMENT FOR8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i, j |
| 156 | TABLE R404.1.3.2(4)—MINIMUM VERTICAL REINFORCEMENT FOR10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i, j |
| 157 | TABLE R404.1.3.2(5)—MINIMUM VERTICAL WALL REINFORCEMENT FOR6-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, g, h, i, j |
| 158 | TABLE R404.1.3.2(6)—MINIMUM VERTICAL REINFORCEMENT FOR8-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, f, h, i, j, k |
| 159 | TABLE R404.1.3.2(7)—MINIMUM VERTICAL REINFORCEMENT FOR6-INCH (152 mm) SCREEN-GRID BASEMENT WALLSb, c, d, e, g, h, i, j |
| 160 | TABLE R404.1.3.2(8)—MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10- AND 12-INCH NOMINAL FLAT BASEMENT WALLSb, c, d, e, f, h, i, k, n, o |
| 161 | TABLE R404.1.3.2(8)—MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10- AND 12-INCH NOMINAL FLAT BASEMENT WALLSb, c, d, e, f, h, i, k, n, o—continued |
| 162 | TABLE R404.1.3.2(9)—MINIMUM SPACING FOR ALTERNATE BAR SIZE AND ALTERNATE GRADE OF STEELa, b, c |
| 166 | FIGURE R404.1.5.3—FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS |
| 167 | TABLE R404.2.3—PLYWOOD GRADE AND THICKNESS FOR WOODFOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure) |
| 168 | TABLE R404.2.3—PLYWOOD GRADE AND THICKNESS FOR WOODFOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure)—continued SECTION R405 —FOUNDATION DRAINAGE |
| 169 | SECTION R406 —FOUNDATION WATERPROOFING AND DAMP PROOFING |
| 170 | SECTION R407—COLUMNS SECTION R408—UNDER-FLOOR SPACE |
| 172 | CHAPTER 5 FLOORS SECTION R501—GENERAL SECTION R502—WOOD FLOOR FRAMING |
| 173 | FIGURE R502.2—FLOOR CONSTRUCTION |
| 174 | TABLE R502.3.1(1)—FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential sleeping areas, live load = 30 psf, L/Δ = 360)a |
| 175 | TABLE R502.3.1(1)—FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential sleeping areas, live load = 30 psf, L/Δ = 360)a—continued |
| 176 | TABLE R502.3.1(2)—FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential living areas, live load = 40 psf, L/Δ = 360)b |
| 177 | TABLE R502.3.1(2)—FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential living areas, live load = 40 psf, L/Δ = 360)b—continued |
| 178 | TABLE R502.3.3(1)—CANTILEVER SPANS FOR FLOOR JOISTSSUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLYa, b, c, f, g(Floor live load ≤ 40 psf, roof live load ≤ 20 psf) TABLE R502.3.3(2)—CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONYa, b, e |
| 179 | FIGURE R502.8—CUTTING, NOTCHING AND DRILLING |
| 181 | SECTION R503—FLOOR SHEATHING TABLE R503.1—MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING |
| 182 | TABLE R503.2.1.1(1)—ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURALPANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENTa, b, c TABLE R503.2.1.1(2)—ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa |
| 183 | SECTION R504—PRESSURE PRESERVATIVE-TREATED WOOD FLOORS (ON GROUND) SECTION R505—COLD-FORMED STEEL FLOOR FRAMING |
| 184 | TABLE R505.3.1(1)—FLOOR-TO-FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTSa, b |
| 185 | TABLE R505.3.1(2)—FLOOR FASTENING SCHEDULEa FIGURE R505.3.1(1)—FLOOR-TO-EXTERIOR LOAD-BEARING WALL STUD CONNECTION FIGURE R505.3.1(2)—FLOOR-TO-WOOD-SILL CONNECTION |
| 186 | FIGURE R505.3.1(3)—FLOOR-TO-FOUNDATION CONNECTION FIGURE R505.3.1(4)—CANTILEVERED FLOOR-TO-FOUNDATION CONNECTION |
| 187 | FIGURE R505.3.1(5)—CANTILEVERED FLOOR-TO-WOOD-SILL CONNECTION FIGURE R505.3.1(6)—CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION |
| 188 | FIGURE R505.3.1(7)—CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL FIGURE R505.3.1(8)—LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL |
| 189 | FIGURE R505.3.1(9)—BEARING STIFFENERS FOR END JOISTS TABLE R505.3.2—ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—SINGLE OR CONTINUOUS SPANSa, b, c, d, e, f |
| 190 | FIGURE R505.3.3.2(1)—JOIST BLOCKING (SOLID) FIGURE R505.3.3.2(2)—JOIST BLOCKING (STRAP) |
| 191 | FIGURE R505.3.4(1)—BEARING STIFFENERS UNDER JAMB STUDS |
| 192 | FIGURE R505.3.4(2)—BEARING STIFFENER FIGURE R505.3.7—TRACK SPLICE |
| 193 | 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 |
| 194 | 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 |
| 195 | SECTION R506—CONCRETE FLOORS (ON GROUND) SECTION R507—EXTERIOR DECKS |
| 196 | TABLE R507.2.3—FASTENER AND CONNECTOR SPECIFICATIONS FOR DECKSa, b FIGURE R507.3—DECK POSTS TO DECK FOOTING CONNECTION |
| 197 | TABLE R507.3.1—MINIMUM FOOTING SIZE FOR DECKS |
| 198 | TABLE R507.4—DECK POST HEIGHT |
| 199 | TABLE R507.4—DECK POST HEIGHT—continued FIGURE R507.5—TYPICAL DECK BEAM SPANS |
| 200 | TABLE R507.5(1)—MAXIMUM DECK BEAM SPAN—40 PSF LIVE LOADc |
| 201 | TABLE R507.5(2)—MAXIMUM DECK BEAM SPAN—50 PSF GROUND SNOW LOADc |
| 202 | TABLE R507.5(3)—MAXIMUM DECK BEAM SPAN—60 PSF GROUND SNOW LOADc |
| 203 | TABLE R507.5(4)—MAXIMUM DECK BEAM SPAN—70 PSF GROUND SNOW LOADc |
| 204 | FIGURE R507.5.2(1)—DECK BEAM TO DECK POST FIGURE R507.5.2(2)—NOTCHED POST-TO-BEAM CONNECTION |
| 205 | FIGURE R507.6—TYPICAL DECK JOIST SPANS |
| 206 | TABLE R507.6—MAXIMUM DECK JOIST SPANS |
| 207 | TABLE R507.6—MAXIMUM DECK JOIST SPANS—continued TABLE R507.7—MAXIMUM JOIST SPACING FOR WOOD DECKING |
| 208 | TABLE R507.9.1.3(1)—DECK LEDGER CONNECTION TO BAND JOIST |
| 209 | FIGURE R507.9.1.3(1)—PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS TABLE R507.9.1.3(2)—PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS FIGURE R507.9.1.3(2)—PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS |
| 211 | FIGURE R507.9.2(1)—DECK ATTACHMENT FOR LATERAL LOADS FIGURE R507.9.2(2)—DECK ATTACHMENT FOR LATERAL LOADS |
| 213 | CHAPTER 6 WALL CONSTRUCTION SECTION R601—GENERAL SECTION R602—WOOD WALL FRAMING |
| 214 | TABLE R602.3(1)—FASTENING SCHEDULE |
| 215 | TABLE R602.3(1)—FASTENING SCHEDULE—continued |
| 216 | TABLE R602.3(1)—FASTENING SCHEDULE—continued |
| 217 | TABLE R602.3(1)—FASTENING SCHEDULE—continued |
| 218 | TABLE R602.3(2)—ALTERNATE ATTACHMENTS TO TABLE R602.3(1) |
| 219 | TABLE R602.3(2)—ALTERNATE ATTACHMENTS TO TABLE R602.3(1)—continued TABLE R602.3(3)—REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa, b, c TABLE R602.3(4)—ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHINGa |
| 220 | TABLE R602.3(5)—SIZE, HEIGHT AND SPACING OF WOOD STUDSa TABLE R602.3(6)—ALTERNATE WOOD BEARING WALL STUD SIZE, HEIGHT AND SPACING |
| 221 | FIGURE R602.3(1)—TYPICAL WALL, FLOOR AND ROOF FRAMING |
| 222 | FIGURE R602.3(2)—FRAMING DETAILS |
| 223 | TABLE R602.3.2—SINGLE TOP-PLATE SPLICE CONNECTION DETAILS |
| 224 | FIGURE R602.6(1)—NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS |
| 225 | FIGURE R602.6(2)—NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS FIGURE R602.6.1—TOP PLATE FRAMING TO ACCOMMODATE PIPING |
| 226 | TABLE R602.7(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) |
| 227 | TABLE R602.7(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)—continued |
| 228 | TABLE R602.7(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)—continued |
| 229 | TABLE R602.7(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)—continued |
| 230 | TABLE R602.7(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)—continued |
| 231 | TABLE R602.7(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) TABLE R602.7(3)—GIRDER AND HEADER SPANSa FOR OPEN PORCHES(Maximum span for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-firb) |
| 232 | FIGURE R602.7.1(1)—SINGLE-MEMBER HEADER IN EXTERIOR BEARING WALL FIGURE R602.7.1(2)—ALTERNATIVE SINGLE-MEMBER HEADER WITHOUT CRIPPLE |
| 233 | FIGURE R602.7.2—RIM BOARD HEADER CONSTRUCTION TABLE R602.7.3—MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa |
| 234 | FIGURE R602.7.3—TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION TABLE R602.7.5—MINIMUM NUMBER OF FULL-HEIGHT STUDS AT EACH END OF HEADERS IN EXTERIOR WALLSa |
| 235 | FIGURE R602.10.1.1—BRACED WALL LINES TABLE R602.10.1.3—BRACED WALL LINE SPACING |
| 236 | FIGURE R602.10.1.4—ANGLED WALLS |
| 237 | FIGURE R602.10.2.2—LOCATION OF BRACED WALL PANELS |
| 238 | TABLE R602.10.3(1)—BRACING REQUIREMENTS BASED ON WIND SPEED |
| 239 | TABLE R602.10.3(1)—BRACING REQUIREMENTS BASED ON WIND SPEED—continued |
| 240 | TABLE R602.10.3(1)—BRACING REQUIREMENTS BASED ON WIND SPEED—continued |
| 241 | TABLE R602.10.3(2)—WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING |
| 242 | TABLE R602.10.3(3)—BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY |
| 243 | TABLE R602.10.3(3)—BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY—continued |
| 244 | TABLE R602.10.3(4)—SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING |
| 245 | TABLE R602.10.3(4)—SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING—continued FIGURE R602.10.3.1—WALL HEIGHT FOR WOOD FRAMING |
| 246 | TABLE R602.10.4—BRACING METHODS |
| 247 | TABLE R602.10.4—BRACING METHODS—continued |
| 248 | TABLE R602.10.5—MINIMUM LENGTH OF BRACED WALL PANELS |
| 249 | TABLE R602.10.5—MINIMUM LENGTH OF BRACED WALL PANELS—continued FIGURE R602.10.5—BRACED WALL PANELS WITH CONTINUOUS SHEATHING |
| 250 | TABLE R602.10.5.2—PARTIAL CREDIT FOR BRACED WALL PANELS LESS THAN 48 INCHES IN ACTUAL LENGTH TABLE R602.10.6.1—MINIMUM HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS FIGURE R602.10.6.1—METHOD ABW—ALTERNATE BRACED WALL PANEL |
| 251 | FIGURE R602.10.6.2—METHOD PFH—PORTAL FRAME WITH HOLD-DOWNS FIGURE R602.10.6.3—METHOD PFG—PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C |
| 252 | TABLE R602.10.6.4—TENSION STRAP CAPACITY FOR RESISTING WINDPRESSURES PERPENDICULAR TO METHODS PFH, PFG AND CS-PF BRACED WALL PANELSa |
| 253 | FIGURE R602.10.6.4—METHOD CS-PF—CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION |
| 254 | FIGURE R602.10.6.5.2—METHOD BV-WSP—WALL BRACING FORDWELLINGS WITH STONE AND MASONRY VENEER IN SEISMIC DESIGN CATEGORIES D0, D1 and D2 |
| 255 | TABLE R602.10.6.5.4—METHOD BV-WSP WALL BRACING REQUIREMENTS d |
| 256 | TABLE R602.10.6.5.4—METHOD BV-WSP WALL BRACING REQUIREMENTS d—continued FIGURE R602.10.7—END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING |
| 257 | 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 |
| 258 | FIGURE R602.10.8.2(1)—BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS |
| 259 | FIGURE R602.10.8.2(2)—BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES FIGURE R602.10.8.2(3)—BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES |
| 260 | FIGURE R602.10.9—MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS |
| 261 | FIGURE R602.11.2—STEPPED FOUNDATION CONSTRUCTION |
| 262 | FIGURE R602.12.1—RECTANGLE CIRCUMSCRIBING AN ENCLOSED BUILDING |
| 263 | TABLE R602.12.4—MINIMUM NUMBER OF BRACING UNITS ON EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE |
| 264 | FIGURE R602.12.5—BRACING UNIT DISTRIBUTION SECTION R603—COLD-FORMED STEEL WALL FRAMING |
| 265 | TABLE R603.3.1—WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa, b |
| 266 | TABLE R603.3.1—WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa, b—continued FIGURE R603.3.1(1)—WALL TO FLOOR CONNECTION |
| 267 | FIGURE R603.3.1(2)—WALL TO FOUNDATION CONNECTION FIGURE R603.3.1(3)—WALL TO WOOD SILL CONNECTION |
| 268 | FIGURE R603.3.1(4)—WIND UPLIFT CONNECTOR TABLE R603.3.1.1(1)—GABLE ENDWALL TO FLOOR CONNECTION REQUIREMENTSa, b, c TABLE R603.3.1.1(2)—GABLE ENDWALL BOTTOM TRACK TO FOUNDATION CONNECTION REQUIREMENTSa, b, c |
| 269 | TABLE R603.3.2(1)—WALL FASTENING SCHEDULEa |
| 270 | TABLE R603.3.2(2)—24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d |
| 271 | TABLE R603.3.2(3)—28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d |
| 272 | TABLE R603.3.2(4)—32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d |
| 273 | TABLE R603.3.2(5)—36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d |
| 274 | TABLE R603.3.2(6)—40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d |
| 275 | TABLE R603.3.2(7)—24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d |
| 276 | TABLE R603.3.2(8)—28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d |
| 277 | TABLE R603.3.2(9)—32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d |
| 278 | TABLE R603.3.2(10)—36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d |
| 279 | TABLE R603.3.2(11)—40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d |
| 280 | TABLE R603.3.2(12)—24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d |
| 281 | TABLE R603.3.2(13)—28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d |
| 282 | TABLE R603.3.2(14)—32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d |
| 283 | TABLE R603.3.2(15)—36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d |
| 284 | TABLE R603.3.2(16)—40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d |
| 285 | TABLE R603.3.2.1(1)—ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa, b, c, d |
| 286 | TABLE R603.3.2.1(2)—ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa, b, c, d |
| 287 | FIGURE R603.3.3(1)—STUD BRACING WITH STRAPPING ONLY FIGURE R603.3.3(2)—STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL |
| 288 | FIGURE R603.3.5—TRACK SPLICE FIGURE R603.4—CORNER FRAMING |
| 289 | TABLE R603.6(1)—BOX-BEAM AND BACK-TO-BACK HEADER SPANS(HEADERS SUPPORTING ROOF AND CEILING ONLY)a, b, d |
| 290 | TABLE R603.6(2)—BOX-BEAM AND BACK-TO-BACK HEADER SPANS(HEADERS SUPPORTING ROOF AND CEILING ONLY)a, b, d |
| 291 | TABLE R603.6(3)—BOX-BEAM AND BACK-TO-BACK HEADER SPANS(HEADERS SUPPORTING ONE FLOOR, ROOF AND CEILING)a, b, d |
| 292 | TABLE R603.6(4)—BOX-BEAM AND BACK-TO-BACK HEADER SPANS(HEADERS SUPPORTING ONE FLOOR, ROOF AND CEILING)a, b, d |
| 293 | TABLE R603.6(5)—BOX-BEAM AND BACK-TO-BACK HEADER SPANS(HEADERS SUPPORTING TWO FLOORS, ROOF AND CEILING)a, b, d |
| 294 | TABLE R603.6(6)—BOX-BEAM AND BACK-TO-BACK HEADER SPANS(HEADERS SUPPORTING TWO FLOORS, ROOF AND CEILING)a, b, d |
| 295 | FIGURE R603.6(1)—BOX BEAM HEADER FIGURE R603.6(2)—BACK-TO-BACK HEADER |
| 296 | FIGURE R603.6.1(1)—BOX BEAM HEADER IN GABLE ENDWALL FIGURE R603.6.1(2)—BACK-TO-BACK HEADER IN GABLE ENDWALL |
| 297 | 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 |
| 298 | FIGURE R603.9—STRUCTURAL SHEATHING FASTENING PATTERN TABLE R603.9.2(1)—MINIMUM PERCENTAGE OF FULL-HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLSa, b |
| 299 | TABLE R603.9.2(1)—MINIMUM PERCENTAGE OF FULL-HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLSa, b—continued TABLE R603.9.2(2)—FULL-HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS |
| 300 | FIGURE R603.9.4.2—CORNER STUD HOLD-DOWN D TABLE R603.9.5(1)—REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 33-MIL COLD-FORMED STEEL FRAMING AND 6-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING |
| 301 | TABLE R603.9.5(1)—REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 33-MIL COLD-FORMED STEEL FRAMING AND 6-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING—continued TABLE R603.9.5(2)—REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 43-MIL COLD-FORMED STEEL FRAMING AND 6-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING |
| 302 | TABLE R603.9.5(2)—REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 43-MIL COLD-FORMED STEEL FRAMING AND 6-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING—continued TABLE R603.9.5(3)—REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 33-MIL COLD-FORMED STEEL FRAMING AND 4-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING |
| 303 | TABLE R603.9.5(3)—REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 33-MIL COLD-FORMED STEEL FRAMING AND 4-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING—continued TABLE R603.9.5(4)—REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 43-MIL COLD-FORMED STEEL FRAMING AND 4-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING |
| 304 | SECTION R604 —WOOD STRUCTURAL PANELS SECTION R605 —PARTICLEBOARD SECTION R606 —GENERAL MASONRY CONSTRUCTION |
| 305 | TABLE R606.2.8—MORTAR PROPORTIONSa, b TABLE R606.2.12—GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION |
| 306 | TABLE R606.3.4.1—MINIMUM CORROSION PROTECTION |
| 307 | TABLE R606.3.5.1—GROUT SPACE DIMENSIONS AND POUR HEIGHTS |
| 308 | TABLE R606.6.4—SPACING OF LATERAL SUPPORT FOR MASONRY WALLS |
| 309 | TABLE R606.9—ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY |
| 310 | TABLE R606.9—ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY—continued |
| 311 | FIGURE R606.11(1)—ANCHORAGE REQUIREMENTS FORMASONRY WALLS LOCATED IN SEISMIC DESIGN CATEGORY A, B OR C AND WHERE WIND LOADS ARE LESS THAN 30 PSF |
| 312 | FIGURE R606.11(2)—REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C |
| 313 | FIGURE R606.11(3)—REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1 OR D2 |
| 314 | TABLE R606.12.2.1—MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES |
| 315 | TABLE R606.12.3.2—MINIMUM DISTRIBUTED WALL REINFORCEMENTFOR BUILDINGS ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1 |
| 316 | TABLE R606.12.4.1—MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 TABLE R606.12.4.2—MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 |
| 317 | SECTION R607—GLASS UNIT MASONRY FIGURE R607.4.1—GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE |
| 318 | SECTION R608—EXTERIOR CONCRETE WALL CONSTRUCTION |
| 319 | TABLE R608.3—DIMENSIONAL REQUIREMENTS FOR WALLSa |
| 320 | FIGURE R608.3(1)—FLAT WALL SYSTEM FIGURE R608.3(2)—WAFFLE-GRID WALL SYSTEM |
| 321 | FIGURE R608.3(3)—SCREEN-GRID WALL SYSTEM |
| 322 | TABLE R608.5.4(1)—LAP SPLICE AND TENSION DEVELOPMENT LENGTHS |
| 323 | TABLE R608.5.4(1)—LAP SPLICE AND TENSION DEVELOPMENT LENGTHS—continued FIGURE R608.5.4(1)—LAP SPLICES FIGURE R608.5.4(2)—DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION |
| 324 | FIGURE R608.5.4(3)—STANDARD HOOKS TABLE R608.5.4(2)—MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND ALTERNATIVE GRADE OF STEELa, b, c |
| 325 | TABLE R608.5.4(2)—MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND ALTERNATIVE GRADE OF STEELa, b, c—continued |
| 326 | FIGURE R608.6(1)—ABOVE-GRADE CONCRETE WALL CONSTRUCTION ONE STORY |
| 327 | FIGURE R608.6(2)—ABOVE-GRADE CONCRETE WALL CONSTRUCTION CONCRETE FIRST STORY AND LIGHT-FRAME SECOND STORY |
| 328 | FIGURE R608.6(3)—ABOVE-GRADE CONCRETE WALL CONSTRUCTION TWO STORY |
| 329 | FIGURE R608.6(4)—ABOVE-GRADE CONCRETE WALL SUPPORTED ON MONOLITHIC SLAB-ON-GROUND FOOTING |
| 330 | TABLE R608.6(1)—MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLSa, b, c, d, e |
| 331 | TABLE R608.6(2)—MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLSa, b, c, d, e |
| 332 | TABLE R608.6(3)—MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLSa, b, c, d, e |
| 333 | TABLE R608.6(4)—MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- ANDSCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLSa, b, c, d, e, k |
| 336 | FIGURE R608.7.1.1(1)—MINIMUM SOLID WALL LENGTH |
| 337 | FIGURE R608.7.1.1(2)—VERTICAL REINFORCEMENT LAYOUT DETAIL |
| 338 | FIGURE R608.7.1.1(3)—VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS TABLE R608.7.1.1(1)—UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACHEXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORYa, c, d, e, f, g |
| 339 | TABLE R608.7.1.1(1)—UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACHEXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORYa, c, d, e, f, g—continued |
| 340 | TABLE R608.7.1.1(2)—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 |
| 341 | TABLE R608.7.1.1(2)—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—continued |
| 342 | TABLE R608.7.1.1(3)—UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa, c, d, e, f, g |
| 343 | TABLE R608.7.1.1(3)—UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa, c, d, e, f, g—continued |
| 344 | TABLE R608.7.1.1(5)—REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEETa, b |
| 345 | TABLE R608.7.1.1(6)—REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLSa, c |
| 347 | FIGURE R608.8(1)—REINFORCEMENT OF OPENINGS FIGURE R608.8(2)—LINTEL FOR FLAT WALLS |
| 348 | FIGURE R608.8(3)—LINTELS FOR WAFFLE-GRID WALLS |
| 349 | FIGURE R608.8(4)—LINTELS FOR SCREEN-GRID WALLS |
| 350 | TABLE R608.8(1)—LINTEL DESIGN LOADING CONDITIONSa, b, d |
| 351 | TABLE R608.8(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) |
| 352 | TABLE R608.8(2)—MAXIMUM ALLOWABLE CLEARSPANS 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)—continued |
| 353 | TABLE R608.8(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) |
| 354 | TABLE R608.8(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)—continued |
| 355 | TABLE R608.8(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) |
| 356 | TABLE R608.8(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)—continued |
| 357 | TABLE R608.8(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) |
| 358 | TABLE R608.8(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)—continued |
| 359 | TABLE R608.8(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) |
| 360 | TABLE R608.8(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)—continued |
| 361 | TABLE R608.8(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) |
| 362 | TABLE R608.8(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)—continued |
| 363 | TABLE R608.8(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) |
| 364 | TABLE R608.8(9)—MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g |
| 365 | TABLE R608.8(9)—MAXIMUM ALLOWABLE CLEAR SPANS FORFLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g—continued TABLE R608.8(10)—MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN-GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSc, d, e, f, g |
| 367 | FIGURE R608.9(1)—WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 368 | TABLE R608.9(1)—WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b FIGURE R608.9(2)—WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL |
| 369 | TABLE R608.9(2)—WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b FIGURE R608.9(3)—WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 370 | TABLE R608.9(3)—WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e |
| 371 | FIGURE R608.9(4)—WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 372 | TABLE R608.9(4)—WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e |
| 373 | FIGURE R608.9(5)—COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARFor SI: |
| 374 | TABLE R608.9(5)—COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c FIGURE R608.9(6)—COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL |
| 375 | TABLE R608.9(6)—COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b, c FIGURE R608.9(7)—COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 376 | TABLE R608.9(7)—COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e FIGURE R608.9(8)—COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 377 | TABLE R608.9(8)—COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e FIGURE R608.9(9)—WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 378 | TABLE R608.9(9)—WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e FIGURE R608.9(10)—WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 379 | TABLE R608.9(10)—WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e |
| 380 | FIGURE R608.9(11)—COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 381 | TABLE R608.9(11)—COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e FIGURE R608.9(12)—COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 382 | TABLE R608.9(12)—COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e |
| 383 | SECTION R609—EXTERIOR WINDOWS AND DOORS |
| 384 | FIGURE R609.7.2(1)—THROUGH THE FRAME FIGURE R609.7.2(2)—FRAME CLIP FIGURE R609.7.2(3)—THROUGH THE FRAME |
| 385 | FIGURE R609.7.2(4)—FRAME CLIP FIGURE R609.7.2(5)—THROUGH THE FLANGE FIGURE R609.7.2(6)—THROUGH THE FLANGE FIGURE R609.7.2(7)—FRAME CLIP |
| 386 | FIGURE R609.7.2(8)—THROUGH THE FLANGE SECTION R610 —STRUCTURAL INSULATED PANEL WALL CONSTRUCTION |
| 387 | FIGURE R610.4—SIP WALL PANEL TABLE R610.5(1)—MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY (inches)a |
| 388 | TABLE R610.5(1)—MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY (inches)a—continued TABLE R610.5(2)—MINIMUM THICKNESS FOR SIP WALLSUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF ONLY (inches)a |
| 389 | TABLE R610.5(2)—MINIMUM THICKNESS FOR SIP WALLSUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF ONLY (inches)a—continued FIGURE R610.5(1)—MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS |
| 390 | FIGURE R610.5(2)—MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS FIGURE R610.5(3)—TRUSSED ROOF TO TOP PLATE CONNECTION |
| 391 | FIGURE R610.5(4)—SIP WALL-TO-WALL PLATFORM FRAME CONNECTION FIGURE R610.5(5)—SIP WALL-TO-WALL HANGING FLOOR FRAME CONNECTION(I-Joist floor shown for Illustration only) |
| 392 | FIGURE R610.5.1—SIP WALL FRAMING CONFIGURATION FIGURE R610.5.2—SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT |
| 393 | FIGURE R610.5.4—SIP CORNER FRAMING DETAIL |
| 394 | FIGURE R610.8—TYPICAL SIP WALL PANEL-TO-PANEL CONNECTION DETAILS TABLE R610.8—MAXIMUM SPANS FOR 117/8-INCH OR DEEPER SIP HEADERS (feet)a, c, d |
| 395 | CHAPTER 7 WALL COVERING SECTION R701—GENERAL SECTION R702—INTERIOR COVERING TABLE R702.1(1)—THICKNESS OF PLASTER |
| 396 | TABLE R702.1(2)—GYPSUM PLASTER PROPORTIONSa TABLE R702.1(3)—CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME |
| 398 | TABLE R702.3.5—MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS |
| 399 | TABLE R702.3.6—SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES TABLE R702.4.2—BACKER BOARD MATERIALS |
| 400 | TABLE R702.7(1)—VAPOR RETARDER MATERIALS AND CLASSES TABLE R702.7(2)—VAPOR RETARDER OPTIONS |
| 401 | TABLE R702.7(3)—CLASS III VAPOR RETARDERS TABLE R702.7(4)—CONTINUOUS INSULATION WITH CLASS I OR II RESPONSIVE VAPOR RETARDER TABLE R702.7(5)—CONTINUOUS INSULATION ON WALLS WITHOUT A CLASS I, II OR III INTERIOR VAPOR RETARDERa |
| 402 | SECTION R703—EXTERIOR WALL COVERING |
| 403 | TABLE R703.3(1)—SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS |
| 404 | TABLE R703.3(1)—SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS—continued TABLE R703.3(2)—SCREW FASTENER SUBSTITUTION FOR SIDING ATTACHMENT TO COLD-FORMED STEEL LIGHT FRAME CONSTRUCTIONa, b, c, d, e |
| 405 | TABLE R703.3.2—LIMITS FOR ATTACHMENT PER Table R703.3(1) TABLE R703.3.3—OPTIONAL SIDING ATTACHMENT SCHEDULE FOR FASTENERS WHERE NO STUD PENETRATION NECESSARY |
| 407 | TABLE R703.6.1—MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa, b, c(Dimensions are in inches) TABLE R703.6.3(1)—SINGLE-COURSE SIDEWALL FASTENERS |
| 408 | TABLE R703.6.3(2)—DOUBLE-COURSE SIDEWALL FASTENERS |
| 410 | FIGURE R703.8(1)—TYPICAL MASONRY VENEER WALL DETAILS d |
| 411 | FIGURE R703.8(2)—TYPICAL MASONRY VENEER WALL DETAILSe |
| 412 | TABLE R703.8(1)—STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C TABLE R703.8(2)—STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, SEISMIC DESIGN CATEGORIES D0, D1 AND D2 |
| 413 | FIGURE R703.8.2.1—EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES |
| 414 | FIGURE R703.8.2.2(1)—EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS FIGURE R703.8.2.2(2)—EXTERIOR MASONRY VENEER SUPPORT BY LEDGER |
| 415 | TABLE R703.8.3.1—ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa, b, c, d TABLE R703.8.3.2—HEIGHT OF MASONRY VENEER ABOVE OPENING |
| 416 | FIGURE R703.8.3.2—MASONRY VENEER OPENING TABLE R703.8.4(1)—TIE ATTACHMENT AND AIRSPACE REQUIREMENTS |
| 417 | TABLE R703.8.4(2)—REQUIRED BRICK TIE SPACING FOR DIRECT APPLICATION TO WOOD STRUCTURAL PANEL SHEATHINGa, b, c |
| 419 | FIGURE R703.11.1.1(1)—TYPICAL STARTER STRIPa FIGURE R703.11.1.2 (1)—TYPICAL SNAP LOCK AND UTILITY TRIMa |
| 420 | FIGURE R703.11.1.2 (2)—TYPICAL SNAP LOCK AND UTILITY TRIM UNDER WINDOWa TABLE R703.11.2—REQUIRED MINIMUM WIND LOAD DESIGN PRESSURE RATING FOR VINYL SIDING INSTALLED OVER FOAM PLASTIC SHEATHING ALONE |
| 421 | TABLE R703.11.2—REQUIRED MINIMUM WIND LOAD DESIGN PRESSURE RATING FOR VINYL SIDING INSTALLED OVER FOAM PLASTIC SHEATHING ALONE—continued |
| 422 | FIGURE R703.14.1.1.2 (1)—TYPICAL POLYPROPYLENE SIDING TRIM UNDER WINDOWS AND AT THE TOP OF WALLS |
| 423 | TABLE R703.15.1—CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa |
| 424 | TABLE R703.15.2—FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa, b |
| 425 | TABLE R703.16.1—CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa, b TABLE R703.16.2—FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa |
| 426 | TABLE R703.16.2—FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa—continued SECTION R704 —EXTERIOR SOFFITS AND FASCIAS |
| 427 | FIGURE R704.2.1(1)—TYPICAL SINGLE-SPAN VINYL AND ALUMINUM EXTERIOR SOFFIT PANEL SUPPORT FIGURE R704.2.1(2)—TYPICAL DOUBLE-SPAN VINYL AND ALUMINUM EXTERIOR SOFFIT PANEL SUPPORT |
| 428 | TABLE R704.3.4—PRESCRIPTIVE ALTERNATIVE FOR WOOD STRUCTURAL PANEL EXTERIOR SOFFIT b, c, d, e |
| 429 | SECTION R705—BIPV SYSTEMS FOR EXTERIOR WALL COVERINGS AND FENESTRATION |
| 430 | CHAPTER 8 ROOF-CEILING CONSTRUCTION SECTION R801—GENERAL SECTION R802—WOOD ROOF FRAMING |
| 431 | TABLE R802.4.1(1)—RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180) |
| 432 | TABLE R802.4.1(1)—RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180)—continued |
| 433 | TABLE R802.4.1(2)—RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240) |
| 434 | TABLE R802.4.1(2)—RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240)—continued |
| 435 | TABLE R802.4.1(3)—RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180) |
| 436 | TABLE R802.4.1(3)—RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180)—continued |
| 437 | TABLE R802.4.1(4)—RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240) |
| 438 | TABLE R802.4.1(4)—RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240)—continued |
| 439 | TABLE R802.4.1(5)—RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180) |
| 440 | TABLE R802.4.1(5)—RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180)—continued |
| 441 | TABLE R802.4.1(6)—RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240) |
| 442 | TABLE R802.4.1(6)—RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240)—continued |
| 443 | TABLE R802.4.1(7)—RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 70 psf, ceiling not attached to rafters, L/Δ = 180) |
| 444 | TABLE R802.4.1(7)—RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 70 psf, ceiling not attached to rafters, L/Δ = 180)—continued |
| 445 | TABLE R802.4.1(8)—RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 70 psf, ceiling attached to rafters, L/Δ = 240) |
| 446 | TABLE R802.4.1(8)—RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 70 psf, ceiling attached to rafters, L/Δ = 240)—continued |
| 447 | TABLE R802.4.1(9)—RAFTER SPAN ADJUSTMENT FACTOR FIGURE R802.4.5—BRACED RAFTER CONSTRUCTION |
| 448 | TABLE R802.5.1(1)—CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 449 | TABLE R802.5.1(1)—CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)—continued |
| 450 | TABLE R802.5.1(2)—CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240) |
| 451 | TABLE R802.5.1(2)—CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)—continued |
| 452 | TABLE R802.5.2(1)—RAFTER/CEILING JOIST HEEL JOINT CONNECTIONSg TABLE R802.5.2(2)—HEEL JOINT CONNECTION ADJUSTMENT FACTORS |
| 453 | FIGURE R802.7.1.1—RAFTER NOTCH |
| 454 | FIGURE R802.7.1.2—CEILING JOIST TAPER CUT |
| 456 | TABLE R802.11—RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD)(POUNDS PER CONNECTION)a, b, c, d, e, f, g, h |
| 457 | TABLE R802.11—RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD)(POUNDS PER CONNECTION)a, b, c, d, e, f, g, h—continued SECTION R803—ROOF SHEATHING TABLE R803.1—MINIMUM THICKNESS OF LUMBER ROOF SHEATHING |
| 458 | SECTION R804—COLD-FORMED STEEL ROOF FRAMING |
| 459 | FIGURE R804.3—COLD-FORMED STEEL ROOF CONSTRUCTION TABLE R804.3—ROOF FRAMING FASTENING SCHEDULEa, b |
| 460 | TABLE R804.3.1.1(1)—CEILING JOIST SPANS 10 PSF LIVE LOAD (NO ATTIC STORAGE)a, b, c, d |
| 461 | TABLE R804.3.1.1(2)—CEILING JOIST SPANS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c, d TABLE R804.3.1.1(3)—NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTIONa |
| 462 | FIGURE R804.3.1.1—JOIST TO RAFTER CONNECTION |
| 463 | FIGURE R804.3.1.3(1)—CEILING JOIST TOP FLANGE BRACING WITH C-SHAPED, TRACK OR COLD-ROLLED CHANNEL FIGURE R804.3.1.3(2)—CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING |
| 464 | FIGURE R804.3.1.4—SPLICED CEILING JOISTS TABLE R804.3.2.1(1)—ROOF RAFTER SPANSa, b, c, d |
| 465 | TABLE R804.3.2.1(2)—ULTIMATE DESIGN WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION FIGURE R804.3.2.1.2—GABLE ENDWALL OVERHANG DETAILS |
| 466 | FIGURE R804.3.2.4—RIDGE MEMBER CONNECTION TABLE R804.3.2.4—SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR ROOF RAFTER TO RIDGE MEMBER CONNECTIONa |
| 467 | FIGURE R804.3.5(1)—ROOF OR CEILING OPENING |
| 468 | FIGURE R804.3.5(2)—HEADER TO TRIMMER CONNECTION |
| 469 | TABLE R804.3.7.1—REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FEETa, b, c, d, e, f, g FIGURE R804.3.7.1(1)—CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL |
| 470 | FIGURE R804.3.7.1(2)—CEILING DIAPHRAGM TO SIDEWALL DETAIL FIGURE R804.3.7.2—ROOF BLOCKING DETAIL |
| 471 | SECTION R805—CEILING FINISHES SECTION R806—ROOF VENTILATION |
| 472 | TABLE R806.5—INSULATION FOR CONDENSATION CONTROL |
| 473 | SECTION R807—ATTIC ACCESS |
| 474 | CHAPTER 9 ROOF ASSEMBLIES SECTION R901—GENERAL SECTION R902—FIRE CLASSIFICATION SECTION R903—WEATHER PROTECTION |
| 475 | SECTION R904—MATERIALS SECTION R905—REQUIREMENTS FOR ROOF COVERINGS TABLE R905.1.1(1)—UNDERLAYMENT TYPES |
| 476 | TABLE R905.1.1(1)—UNDERLAYMENT TYPES—continued TABLE R905.1.1(2)—UNDERLAYMENT APPLICATION |
| 477 | TABLE R905.1.1(2)—UNDERLAYMENT APPLICATION—continued |
| 478 | TABLE R905.1.1(3)—UNDERLAYMENT ATTACHMENT |
| 479 | TABLE R905.2.4.1—CLASSIFICATION OF ASPHALT ROOF SHINGLES |
| 480 | TABLE R905.2.8.2—VALLEY LINING MATERIAL |
| 481 | TABLE R905.3.8—CLAY AND CONCRETE TILE ATTACHMENT TABLE R905.4.4.1—CLASSIFICATION OF STEEP SLOPE METAL ROOF SHINGLES TESTED IN ACCORDANCE WITH ASTM D3161 |
| 482 | TABLE R905.6.5—CLASSIFICATION OF SLATE SHINGLES TESTED IN ACCORDANCE WITH ASTM D3161 TABLE R905.6.6—SLATE SHINGLE HEADLAP |
| 483 | TABLE R905.6.6—SLATE SHINGLE HEADLAP—continued TABLE R905.7.4—WOOD SHINGLE MATERIAL REQUIREMENTS |
| 484 | TABLE R905.7.6(1)—WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE TABLE R905.7.6(2)—NAIL REQUIREMENTS FOR WOOD SHAKES AND WOOD SHINGLES |
| 485 | TABLE R905.8.5—WOOD SHAKE MATERIAL REQUIREMENTS TABLE R905.8.7—WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE |
| 486 | TABLE R905.9.2—BUILT-UP ROOFING MATERIAL STANDARDS |
| 487 | TABLE R905.10.3(1)—METAL ROOF COVERING STANDARDS TABLE R905.10.3(2)—MINIMUM CORROSION RESISTANCE |
| 488 | TABLE R905.11.2—MODIFIED BITUMEN ROOFING MATERIAL STANDARDS TABLE R905.12—SINGLE-PLY ROOFING MATERIAL STANDARDS TABLE R905.13.3—PROTECTIVE COATING MATERIAL STANDARDS |
| 489 | TABLE R905.15.6—CLASSIFICATION OF BIPV SHINGLES |
| 490 | SECTION R906—ROOF INSULATION TABLE R906.2—MATERIAL STANDARDS FOR ROOF INSULATION SECTION R907—ROOFTOP-MOUNTED PHOTOVOLTAIC PANEL SYSTEMS SECTION R908—REROOFING |
| 491 | SECTION R909—ROOF COATINGS TABLE R909.2—ROOF COATING MATERIAL STANDARDS |
| 492 | CHAPTER 10 CHIMNEYS AND FIREPLACES SECTION R1001—MASONRY FIREPLACES TABLE R1001.1—SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS |
| 493 | TABLE R1001.1—SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS—continued FIGURE R1001.1—FIREPLACE AND CHIMNEY DETAILS |
| 495 | FIGURE R1001.11—CLEARANCE FROM COMBUSTIBLES |
| 496 | SECTION R1002—MASONRY HEATERS SECTION R1003—MASONRY CHIMNEYS |
| 498 | TABLE R1003.14(1)—NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa TABLE R1003.14(2)—NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES |
| 499 | TABLE R1003.14(2)—NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES—continued FIGURE R1003.15.2—FLUE SIZES FOR MASONRY CHIMNEYS |
| 500 | FIGURE R1003.18—CLEARANCE FROM COMBUSTIBLES TABLE R1003.20—CRICKET DIMENSIONS |
| 501 | FIGURE R1003.20—CHIMNEY CRICKET SECTION R1004—FACTORY-BUILT FIREPLACES SECTION R1005—FACTORY-BUILT CHIMNEYS |
| 502 | SECTION R1006—EXTERIOR AIR SUPPLY |
| 503 | PART IV-ENERGY CONSERVATION CHAPTER 11 [RE] ENERGY EFFICIENCY SECTION N1101 (R101)—GENERAL |
| 508 | FIGURE N1101.7 (R301.1)—CLIMATE ZONES |
| 509 | TABLE N1101.7 (R301.1)—CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 510 | TABLE N1101.7 (R301.1)—CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa—continued |
| 511 | TABLE N1101.7 (R301.1)—CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa—continued |
| 512 | TABLE N1101.7 (R301.1)—CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa—continued |
| 513 | TABLE N1101.7 (R301.1)—CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa—continued |
| 514 | TABLE N1101.7 (R301.1)—CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa—continued |
| 515 | TABLE N1101.7 (R301.1)—CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa—continued |
| 516 | TABLE N1101.7 (R301.1)—CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa—continued |
| 517 | TABLE N1101.7 (R301.1)—CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa—continued |
| 518 | TABLE N1101.7 (R301.1)—CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa—continued |
| 519 | TABLE N1101.7 (R301.1)—CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa—continued |
| 520 | TABLE N1101.7 (R301.1)—CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa—continued |
| 521 | TABLE N1101.7 (R301.1)—CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa—continued |
| 522 | TABLE N1101.7 (R301.1)—CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa—continued |
| 523 | TABLE N1101.7 (R301.1)—CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa—continued |
| 524 | TABLE N1101.7 (R301.1)—CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa—continued |
| 525 | TABLE N1101.7 (R301.1)—CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa—continued |
| 526 | TABLE N1101.7 (R301.1)—CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa—continued |
| 527 | TABLE N1101.7 (R301.1)—CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa—continued |
| 528 | TABLE N1101.7 (R301.1)—CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa—continued |
| 529 | TABLE N1101.7 (R301.1)—CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa—continued |
| 530 | TABLE N1101.7 (R301.1)—CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa—continued |
| 531 | TABLE N1101.7 (R301.1)—CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa—continued |
| 532 | TABLE N1101.7 (R301.1)—CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa—continued |
| 533 | TABLE N1101.7 (R301.1)—CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa—continued |
| 534 | TABLE N1101.7 (R301.1)—CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa—continued |
| 535 | TABLE N1101.7 (R301.1)—CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa—continued |
| 536 | TABLE N1101.7 (R301.1)—CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa—continued |
| 537 | TABLE N1101.7 (R301.1)—CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa—continued |
| 538 | TABLE N1101.7 (R301.1)—CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa—continued |
| 539 | TABLE N1101.7 (R301.1)—CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa—continued |
| 540 | EQUATION 11-2 EQUATION 11-3 EQUATION 11-4 |
| 541 | TABLE N1101.7.2 (R301.3)—THERMAL CLIMATE ZONE DEFINITIONS |
| 542 | TABLE N1101.10.3(1) [R303.1.3(1)]—DEFAULT GLAZED WINDOW, GLASS DOOR AND SKYLIGHT U-FACTORS TABLE N1101.10.3(2) [R303.1.3(2)—DEFAULT OPAQUE DOOR U-FACTORS TABLE N1101.10.3(3) [R303.1.3(3)]—DEFAULT GLAZED FENESTRATION SHGC AND VT |
| 543 | SECTION N1102 (R402)—BUILDING THERMAL ENVELOPE |
| 544 | TABLE N1102.1.2 (R402.1.2)—MAXIMUM ASSEMBLY U-FACTORSa AND FENESTRATION REQUIREMENTS TABLE N1102.1.3 (R402.1.3)—INSULATION MINIMUM R-VALUES AND FENESTRATION REQUIREMENTS BY COMPONENTa |
| 545 | TABLE N1102.1.3 (R402.1.3)—INSULATION MINIMUM R-VALUES AND FENESTRATION REQUIREMENTS BY COMPONENTa—continued EQUATION 11-5 |
| 549 | TABLE N1102.5.1.1 (R402.5.1.1)—AIR BARRIER, AIR SEALING AND INSULATION INSTALLATIONa |
| 550 | TABLE N1102.5.1.1 (R402.5.1.1)—AIR BARRIER, AIR SEALING AND INSULATION INSTALLATIONa—continued |
| 551 | SECTION N1103 (R403)—SYSTEMS |
| 553 | TABLE N1103.3.8 (R403.3.8)—MAXIMUM TOTAL DUCT SYSTEM LEAKAGE |
| 554 | TABLE N1103.5.2 (R403.5.2)—MINIMUM PIPE INSULATION THICKNESS |
| 555 | TABLE N1103.6.2 (R403.6.2)—FAN EFFICACY FOR WHOLE-HOUSEMECHANICAL VENTILATION SYSTEMS AND OUTDOOR AIR VENTILATION SYSTEMSa |
| 557 | SECTION N1104 (R404)—ELECTRICAL POWER, LIGHTING AND RENEWABLE ENERGY SYSTEMS TABLE N1104.1 (R404.1)—LIGHTING POWER ALLOWANCES FOR BUILDING EXTERIORS |
| 558 | SECTION N1105 (R405)—SIMULATED BUILDING PERFORMANCE |
| 559 | TABLE N1105.2 (R405.2)—REQUIREMENTS FOR SIMULATED BUILDING PERFORMANCE |
| 560 | TABLE N1105.4.2(1) [R405.4.2(1)]—SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DE |
| 561 | TABLE N1105.4.2(1) [R405.4.2(1)]—SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS—continued |
| 562 | TABLE N1105.4.2(1) [R405.4.2(1)]—SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS—continued |
| 563 | TABLE N1105.4.2(1) [R405.4.2(1)]—SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS—continued |
| 564 | TABLE N1105.4.2(1) [R405.4.2(1)]—SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS—continued TABLE N1105.4.2(2) [R405.4.2(2)]—DEFAULT DISTRIBUTION SYSTEM EFFICIENCIES FOR PROPOSED DESIGNSa |
| 565 | SECTION N1106 (R406)—ENERGY RATING INDEX COMPLIANCE ALTERNATIVE TABLE N1106.2 (R406.2)—REQUIREMENTS FOR ENERGY RATING INDEX |
| 566 | TABLE N1106.2 (R406.2)—REQUIREMENTS FOR ENERGY RATING INDEX—continued |
| 567 | TABLE N1106.5 (R406.5)—MAXIMUM ENERGY RATING INDEX |
| 568 | SECTION N1107 (R407)—TROPICAL CLIMATE REGION COMPLIANCE TABLE N1107.2 (R407.2)—MINIMUM LOW SLOPE ROOF REFLECTANCE AND EMITTANCE OPTIONSa |
| 569 | SECTION N1108 (R408)—ADDITIONAL EFFICIENCY REQUIREMENTS TABLE N1108.2 (R408.2)—ADDITIONAL EFFICIENCY REQUIREMENTS |
| 570 | TABLE N1108.2 (R408.2)—ADDITIONAL EFFICIENCY REQUIREMENTS—continued |
| 571 | TABLE N1108.2 (R408.2)—ADDITIONAL EFFICIENCY REQUIREMENTS—continued TABLE N1108.2.1.2 (R408.2.1.2)—IMPROVED FENESTRATION |
| 573 | TABLE N1108.2.3 (R408.2.3)—SERVICE WATER HEATER EFFICIENCIES TABLE N1108.2.3.1 (R408.2.3.1)—INTERNAL VOLUME OF VARIOUS WATER DISTRIBUTION TUBING |
| 574 | TABLE N1108.2.6 (R408.2.6)—MINIMUM EFFICIENCY REQUIREMENTS: APPLIANCES |
| 575 | SECTION N1109 (R501)—EXISTING BUILDINGS—GENERAL |
| 576 | SECTION N1110 (R502)—ADDITIONS |
| 577 | SECTION N1111 (R503)—ALTERATIONS |
| 578 | SECTION N1112 (R504)—REPAIRS |
| 579 | SECTION N1113 (R505)—CHANGE OF OCCUPANCY OR USE |
| 580 | PART V-MECHANICAL CHAPTER 12 MECHANICAL ADMINISTRATION SECTION M1201—GENERAL SECTION M1202—EXISTING MECHANICAL SYSTEMS |
| 581 | 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 |
| 582 | SECTION M1306—CLEARANCES FROM COMBUSTIBLE CONSTRUCTION |
| 583 | FIGURE M1306.1—REDUCED CLEARANCE DIAGRAM TABLE M1306.2—REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTIONa, c, d, e, f, g, h, i, j, k, l |
| 584 | TABLE M1306.2—REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTIONa, c, d, e, f, g, h, i, j, k, l—continued |
| 585 | FIGURE M1306.2—WALL PROTECTOR CLEARANCE REDUCTION SYSTEMFor SECTION M1307—APPLIANCE INSTALLATION |
| 586 | SECTION M1308—MECHANICAL SYSTEMS INSTALLATION |
| 587 | CHAPTER 14 HEATING AND COOLING EQUIPMENT AND APPLIANCES SECTION M1401—GENERAL SECTION M1402—CENTRAL FURNACES SECTION M1403—HEAT PUMP EQUIPMENT |
| 588 | SECTION M1404—REFRIGERATION COOLING EQUIPMENT SECTION M1405—BASEBOARD CONVECTORS SECTION M1406—RADIANT HEATING SYSTEMS SECTION M1407—DUCT HEATERS SECTION M1408—VENTED FLOOR FURNACES |
| 589 | SECTION M1409—VENTED WALL FURNACES SECTION M1410—VENTED ROOM HEATERS |
| 590 | SECTION M1411—HEATING AND COOLING EQUIPMENT |
| 591 | SECTION M1412—ABSORPTION COOLING EQUIPMENT SECTION M1413—EVAPORATIVE COOLING EQUIPMENT |
| 592 | SECTION M1414—FIREPLACE STOVES SECTION M1415—MASONRY HEATERS |
| 593 | CHAPTER 15 EXHAUST SYSTEMS SECTION M1501—GENERAL SECTION M1502—CLOTHES DRYER EXHAUST TABLE M1502.4.6.1—DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH |
| 594 | TABLE M1502.4.6.1—DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH—continued SECTION M1503—DOMESTIC COOKING EXHAUST EQUIPMENT |
| 595 | SECTION M1504—EXHAUST DUCTS AND EXHAUST OPENINGS TABLE M1504.2—DUCT LENGTH |
| 596 | TABLE M1504.2—DUCT LENGTH—continued SECTION M1505—MECHANICAL VENTILATION |
| 597 | TABLE M1505.4.3(1)—CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS TABLE M1505.4.3(2)—INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORSa, b TABLE M1505.5—MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS |
| 598 | CHAPTER 16 DUCT SYSTEMS SECTION M1601—DUCT CONSTRUCTION TABLE M1601.1.1—DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITSa |
| 599 | TABLE M1601.1.1—DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITSa—continued |
| 601 | SECTION M1602—RETURN AIR |
| 602 | CHAPTER 17 COMBUSTION AIR SECTION M1701—GENERAL |
| 603 | CHAPTER 18 CHIMNEYS AND VENTS SECTION M1801—GENERAL |
| 604 | SECTION M1802—VENT COMPONENTS SECTION M1803—CHIMNEY AND VENT CONNECTORS TABLE M1803.2—THICKNESS FOR SINGLE-WALL METAL PIPE CONNECTORS |
| 605 | TABLE M1803.3.4—CHIMNEY AND VENT CONNECTOR CLEARANCES TO COMBUSTIBLE MATERIALSa SECTION M1804—VENTS TABLE M1804.1—VENT SELECTION CHART |
| 606 | SECTION M1805—MASONRY AND FACTORY-BUILT CHIMNEYS |
| 607 | CHAPTER 19 SPECIAL APPLIANCES, EQUIPMENT AND SYSTEMS SECTION M1901—RANGES AND OVENS SECTION M1902—SAUNA HEATERS SECTION M1903—STATIONARY FUEL CELL POWER PLANTS SECTION M1904—GASEOUS HYDROGEN SYSTEMS |
| 608 | CHAPTER 20 BOILERS AND WATER HEATERS SECTION M2001—BOILERS SECTION M2002—OPERATING AND SAFETY CONTROLS |
| 609 | SECTION M2003—EXPANSION TANKS TABLE M2003.2—EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS SECTION M2004—WATER HEATERS USED FOR SPACE HEATING SECTION M2005—WATER HEATERS |
| 610 | SECTION M2006—POOL HEATERS |
| 611 | CHAPTER 21 HYDRONIC PIPING SECTION M2101—HYDRONIC PIPING SYSTEMS INSTALLATION TABLE M2101.1—HYDRONIC PIPING AND FITTING MATERIALS |
| 612 | TABLE M2101.1—HYDRONIC PIPING AND FITTING MATERIALS—continued TABLE M2101.9—HANGER SPACING INTERVALS |
| 613 | TABLE M2101.9—HANGER SPACING INTERVALS—continued |
| 615 | SECTION M2102—BASEBOARD CONVECTORS SECTION M2103—FLOOR HEATING SYSTEMS SECTION M2104—LOW TEMPERATURE PIPING |
| 616 | SECTION M2105-GROUND SOURCE HEAT-PUMP SYSTEM LOOP PIPING TABLE M2105.4—GROUND-SOURCE LOOP PIPE TABLE M2105.5—GROUND-SOURCE LOOP PIPE FITTINGS |
| 619 | CHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS SECTION M2201—OIL TANKS SECTION M2202—OIL PIPING, FITTING AND CONNECTIONS SECTION M2203—INSTALLATION |
| 620 | SECTION M2204—OIL PUMPS AND VALVES |
| 621 | CHAPTER 23 SOLAR THERMAL ENERGY SYSTEMS SECTION M2301—SOLAR THERMAL ENERGY SYSTEMS |
| 623 | PART VI-FUEL GAS CHAPTER 24 FUEL GAS SECTION G2401 (101)—GENERAL SECTION G2402 (201)—GENERAL SECTION G2403 (202)—GENERAL DEFINITIONS |
| 630 | SECTION G2404 (301)—GENERAL SECTION G2405 (302)—STRUCTURAL SAFETY |
| 631 | SECTION G2406 (303)—APPLIANCE LOCATION SECTION G2407 (304)—COMBUSTION, VENTILATION AND DILUTION AIR |
| 632 | EQUATION 24-1 EQUATION 24-2 FIGURE G2407.5.3 (304.5.3)—ALL AIR FROM INSIDE THE BUILDING (see Section G2407.5.3) |
| 633 | FIGURE G2407.6.1(1) [304.6.1(1)]—ALL AIR FROM OUTDOORS—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) |
| 634 | FIGURE G2407.6.1(3) [304.6.1(3)]—ALL AIR FROM OUTDOORS (see Section G2407.6.1) FIGURE G2407.6.2 (304.6.2)—SINGLE COMBUSTION AIR OPENING, ALL AIR FROM OUTDOORS (see Section G2407.6.2) |
| 635 | SECTION G2408(305)—INSTALLATION |
| 636 | SECTION G2409 (308)—CLEARANCE REDUCTION FIGURE G2409.2(1) [308.2(1)]—EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS |
| 637 | FIGURE G2409.2(2) [308.2(2)]—WALL PROTECTOR CLEARANCE REDUCTION SYSTEM FIGURE G2409.2(3) [308.2(3)]—MASONRY CLEARANCE REDUCTION SYSTEM |
| 638 | TABLE G2409.2 (308.2)—REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION a through k |
| 639 | SECTION G2410 (309)—ELECTRICAL SECTION G2411 (310)—ELECTRICAL BONDING SECTION G2412 (401)—GENERAL |
| 640 | SECTION G2413 (402)—PIPE SIZING EQUATION 24-3 EQUATION 24-4 |
| 641 | TABLE G2413.4 (402.4)—Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS TABLE G2413.4(1) [402.4(2)]—SCHEDULE 40 METALLIC PIPE |
| 642 | TABLE G2413.4(1) [402.4(2)]—SCHEDULE 40 METALLIC PIPE—continued |
| 643 | TABLE G2413.4(2) [402.4(5)]—SCHEDULE 40 METALLIC PIPE |
| 644 | TABLE G2413.4(2) [402.4(5)]—SCHEDULE 40 METALLIC PIPE—continued TABLE G2413.4(3) [402.4(9)]—SEMIRIGID COPPER TUBING |
| 645 | TABLE G2413.4(3) [402.4(9)]—SEMIRIGID COPPER TUBING—continued |
| 646 | TABLE G2413.4(4) [402.4(12)]—SEMIRIGID COPPER TUBING |
| 647 | TABLE G2413.4(4) [402.4(12)]—SEMIRIGID COPPER TUBING—continued TABLE G2413.4(5) [402.4(15)]—CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 648 | TABLE G2413.4(5) [402.4(15)]—CORRUGATED STAINLESS STEEL TUBING (CSST)—continued TABLE G2413.4(6) [402.4(18)]—CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 649 | TABLE G2413.4(7) [402.4(21)]—POLYETHYLENE PLASTIC PIPE TABLE G2413.4(8) [402.4(22)]—POLYETHYLENE PLASTIC PIPE |
| 650 | TABLE G2413.4(8) [402.4(22)]—POLYETHYLENE PLASTIC PIPE—continued |
| 651 | TABLE G2413.4(9) [402.4(25)]—SCHEDULE 40 METALLIC PIPE |
| 652 | TABLE G2413.4(9) [402.4(25)]—SCHEDULE 40 METALLIC PIPE—continued TABLE G2413.4(10) [402.4(26)]—SCHEDULE 40 METALLIC PIPE |
| 653 | TABLE G2413.4(10) [402.4(26)]—SCHEDULE 40 METALLIC PIPE—continued |
| 654 | TABLE G2413.4(11) [402.4(27)]—SCHEDULE 40 METALLIC PIPE |
| 655 | TABLE G2413.4(11) [402.4(27)]—SCHEDULE 40 METALLIC PIPE—continued TABLE G2413.4(12) [402.4(28)]—SCHEDULE 40 METALLIC PIPE |
| 656 | TABLE G2413.4(12) [402.4(28)]—SCHEDULE 40 METALLIC PIPE—continued |
| 657 | TABLE G2413.4(13) [402.4(29)]—SEMIRIGID COPPER TUBING |
| 658 | TABLE G2413.4(13) [402.4(29)]—SEMIRIGID COPPER TUBING—continued TABLE G2413.4(14) [402.4(30)]—SEMIRIGID COPPER TUBING |
| 659 | TABLE G2413.4(14) [402.4(30)]—SEMIRIGID COPPER TUBING—continued |
| 660 | TABLE G2413.4(15) [402.4(31)]—SEMIRIGID COPPER TUBING |
| 661 | TABLE G2413.4(15) [402.4(31)]—SEMIRIGID COPPER TUBING—continued TABLE G2413.4(16) [402.4(32)]—CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 662 | TABLE G2413.4(16) [402.4(32)]—CORRUGATED STAINLESS STEEL TUBING (CSST)—continued TABLE G2413.4(17) [402.4(33)]—CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 663 | TABLE G2413.4(17) [402.4(33)]—CORRUGATED STAINLESS STEEL TUBING (CSST)—continued TABLE G2413.4(18) [402.4(34)]—CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 664 | TABLE G2413.4(19) [402.4(35)]—POLYETHYLENE PLASTIC PIPE |
| 665 | TABLE G2413.4(20) [402.4(36)]—POLYETHYLENE PLASTIC PIPE |
| 666 | TABLE G2413.4(20) [402.4(36)]—POLYETHYLENE PLASTIC PIPE—continued TABLE G2413.4(21) [402.4(37)]—POLYETHYLENE PLASTIC TUBING |
| 667 | TABLE G2413.4(21) [402.4(37)]—POLYETHYLENE PLASTIC TUBING—continued |
| 668 | SECTION G2414 (403)—PIPING MATERIALS |
| 669 | TABLE G2414.8.2 (403.8.2)—SPECIFICATIONS FOR THREADING METALLIC PIPE |
| 670 | SECTION G2415 (404)—PIPING SYSTEM INSTALLATION |
| 672 | SECTION G2416 (405)—PIPING BENDS AND CHANGES IN DIRECTION SECTION G2417 (406)—INSPECTION, TESTING AND PURGING |
| 674 | TABLE G2417.7.1.1 (406.7.1.1)—SIZE AND LENGTH OF PIPING |
| 675 | SECTION G2418 (407)—PIPING SUPPORT SECTION G2419 (408)—DRIPS AND SLOPED PIPING FIGURE G2419.4 (408.4)—METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP SECTION G2420 (409)—SHUTOFF VALVES |
| 676 | TABLE G2420.1.1 (409.1.1)—MANUAL GAS VALVE STANDARDS SECTION G2421 (410)—FLOW CONTROLS |
| 677 | SECTION G2422 (411)—APPLIANCE CONNECTIONS |
| 678 | SECTION G2423 (413) —COMPRESSED NATURAL GAS MOTOR VEHICLE FUEL-DISPENSING FACILITIES SECTION G2424 (415)—PIPING SUPPORT INTERVALS TABLE G2424.1 (415.1)—SUPPORT OF PIPING SECTION G2425 (501)—GENERAL |
| 680 | SECTION G2426 (502)—VENTS SECTION G2427 (503)—VENTING OF APPLIANCES |
| 681 | TABLE G2427.4 (503.4)—TYPE OF VENTING SYSTEM TO BE USED |
| 683 | FIGURE G2427.6.4 (503.6.5)—TERMINATION LOCATIONS FOR GAS VENTS WITH LISTED CAPS 12 INCHES OR LESS IN SIZE NOT LESS THAN 8 FEET FROM A VERTICAL WALL |
| 686 | FIGURE G2427.8 (503.8)—THROUGH-THE-WALL VENT TERMINAL CLEARANCE TABLE G2427.8 (503.8)—THROUGH-THE-WALL VENT TERMINAL CLEARANCE |
| 687 | TABLE G2427.8 (503.8)—THROUGH-THE-WALL VENT TERMINAL CLEARANCE—continued TABLE G2427.10.2.4 (503.10.2.4)—MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEATAPPLIANCES |
| 688 | TABLE G2427.10.5 (503.10.5)—CLEARANCES FOR CONNECTORSa |
| 690 | SECTION G2428 (504)—SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS |
| 691 | TABLE G2428.2(1) [504.2(1)]—TYPE B DOUBLE-WALL GAS VENT |
| 692 | TABLE G2428.2(1) [504.2(1)]—TYPE B DOUBLE-WALL GAS VENT—continued |
| 693 | TABLE G2428.2(2) [504.2(2)]—TYPE B DOUBLE-WALL GAS VENT |
| 694 | TABLE G2428.2(2) [504.2(2)]—TYPE B DOUBLE-WALL GAS VENT—continued |
| 697 | TABLE G2428.3(1) [504.3(1)]—TYPE B DOUBLE-WALL VENT |
| 698 | TABLE G2428.3(1) [504.3(1)]—TYPE B DOUBLE-WALL VENT—continued TABLE G2428.3(2) [504.3(2)]—TYPE B DOUBLE-WALL VENT |
| 699 | TABLE G2428.3(2) [504.3(2)]—TYPE B DOUBLE-WALL VENT—continued |
| 700 | TABLE G2428.3(2) [504.3(2)]—TYPE B DOUBLE-WALL VENT—continued TABLE G2428.3(3) [504.3(3)]—MASONRY CHIMNEY |
| 701 | TABLE G2428.3(3) [504.3(3)]—MASONRY CHIMNEY—continued |
| 702 | TABLE G2428.3(4) [504.3(4)]—MASONRY CHIMNEY |
| 703 | TABLE G2428.3(4) [504.3(4)]—MASONRY CHIMNEY—continued |
| 704 | TABLE G2428.3.2 (504.3.2)—MAXIMUM VENT CONNECTOR LENGTH |
| 706 | 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 |
| 707 | SECTION G2437 (609)—FLOOR FURNACES SECTION G2438 (613)—CLOTHES DRYERS SECTION G2439 (614)—CLOTHES DRYER EXHAUST |
| 708 | TABLE G2439.7.4.1 (TABLE 614.9.4.1)—DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH |
| 709 | SECTION G2440 (615)—SAUNA HEATERS SECTION G2441 (617)—POOL AND SPA HEATERS SECTION G2442 (618)—FORCED-AIR WARM-AIR FURNACES |
| 710 | SECTION G2443 (619)—CONVERSION BURNERS SECTION G2444 (620)—UNIT HEATERS SECTION G2445 (621)—UNVENTED ROOM HEATERS |
| 711 | SECTION G2446 (622)—VENTED ROOM HEATERS SECTION G2447 (623)—COOKING APPLIANCES SECTION G2448 (624)—WATER HEATERS SECTION G2449 (627)—AIR-CONDITIONING APPLIANCES |
| 712 | SECTION G2450 (628)—ILLUMINATING APPLIANCES SECTION G2451 (630)—INFRARED RADIANT HEATERS SECTION G2452 (631)—BOILERS |
| 713 | PART VII-PLUMBING CHAPTER 25 PLUMBING ADMINISTRATION SECTION P2501—GENERAL SECTION P2502—EXISTING PLUMBING SYSTEMS SECTION P2503—INSPECTION AND TESTS |
| 715 | CHAPTER 26 GENERAL PLUMBING REQUIREMENTS SECTION P2601—GENERAL SECTION P2602—INDIVIDUAL WATER SUPPLY AND SEWAGE DISPOSAL SECTION P2603—STRUCTURAL AND PIPING PROTECTION |
| 716 | SECTION P2604—TRENCHING AND BACKFILLING SECTION P2605—SUPPORT TABLE P2605.1—PIPING SUPPORT |
| 717 | TABLE P2605.1—PIPING SUPPORT—continued SECTION P2606—PENETRATIONS SECTION P2607—WATERPROOFING OF OPENINGS SECTION P2608—WORKMANSHIP SECTION P2609—MATERIALS EVALUATION AND LISTING |
| 719 | CHAPTER 27 PLUMBING FIXTURES SECTION P2701—FIXTURES, FAUCETS AND FIXTURE FITTINGS TABLE P2701.1—PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS |
| 720 | TABLE P2701.1—PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS—continued SECTION P2702—FIXTURE ACCESSORIES SECTION P2703—TAIL PIECES SECTION P2704—SLIP-JOINT CONNECTIONS SECTION P2705—INSTALLATION SECTION P2706—WASTE RECEPTORS |
| 721 | SECTION P2707—DIRECTIONAL FITTINGS SECTION P2708—SHOWERS SECTION P2709—SHOWER RECEPTORS |
| 722 | SECTION P2710—SHOWER WALLS SECTION P2711—LAVATORIES SECTION P2712—WATER CLOSETS |
| 723 | SECTION P2713—BATHTUBS SECTION P2714—SINKS SECTION P2715—LAUNDRY TUBS SECTION P2716—FOOD-WASTE DISPOSER SECTION P2717—DISHWASHING MACHINES SECTION P2718—CLOTHES WASHING MACHINE |
| 724 | SECTION P2719—FLOOR DRAINS SECTION P2720—WHIRLPOOL BATHTUBS SECTION P2721—BIDET INSTALLATIONS SECTION P2722—FIXTURE FITTING SECTION P2723—MACERATING TOILET SYSTEMS SECTION P2724—SPECIALTY TEMPERATURE CONTROL DEVICES AND VALVES SECTION P2725—NONLIQUID SATURATED TREATMENT SYSTEMS |
| 725 | CHAPTER 28 WATER HEATERS SECTION P2801—GENERAL SECTION P2802—SOLAR WATER HEATING SYSTEMS |
| 726 | SECTION P2803—WATER HEATERS USED FOR SPACE HEATING SECTION P2804—RELIEF VALVES |
| 727 | CHAPTER 29 WATER SUPPLY AND DISTRIBUTION SECTION P2901—GENERAL FIGURE P2901.2.1—PICTOGRAPH—DO NOT DRINK |
| 728 | TABLE P2901.2.2.2—SIZE OF PIPE IDENTIFICATION SECTION P2902—PROTECTION OF POTABLE WATER SUPPLY TABLE P2902.3—APPLICATION FOR BACKFLOW PREVENTERS |
| 729 | TABLE P2902.3—APPLICATION FOR BACKFLOW PREVENTERS—continued TABLE P2902.3.1—MINIMUM AIR GAPS |
| 731 | SECTION P2903—WATER SUPPLY SYSTEM TABLE P2903.1—REQUIRED CAPACITIES AT POINT OF OUTLET DISCHARGE |
| 732 | TABLE P2903.2—MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGSb TABLE P2903.7—WATER SUPPLY FIXTURE UNIT VALUES FOR VARIOUS PLUMBING FIXTURES AND FIXTURE GROUPS |
| 733 | TABLE P2903.7—WATER SUPPLY FIXTURE UNIT VALUES FOR VARIOUS PLUMBING FIXTURES AND FIXTURE GROUPS—continued TABLE P2903.7(1)—CONVERSIONS FROM WATER SUPPLY FIXTURE UNIT TO GALLON PER MINUTE FLOW RATES |
| 734 | TABLE P2903.9.1—MANIFOLD SIZINGa TABLE P2903.10.4—VALVES |
| 735 | FIGURE P2903.11—TYPICAL FROSTPROOF HOSE BIBB INSTALLATION NOT REQUIRING SEPARATE VALVE SECTION P2904—DWELLING UNIT AUTOMATIC SPRINKLER SYSTEMS |
| 736 | TABLE P2904.2.2—LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED |
| 737 | FIGURE P2904.2.4.2—MINIMUM ALLOWABLE DISTANCE BETWEEN SPRINKLER AND OBSTRUCTION |
| 739 | TABLE P2904.6.2(1)—WATER SERVICE PRESSURE LOSS (PLsvc) a, b |
| 740 | TABLE P2904.6.2(2)—MINIMUM WATER METER PRESSURE LOSS (PLm)a TABLE P2904.6.2(3)—ELEVATION LOSS (PLe) TABLE P2904.6.2(4)—ALLOWABLE PIPE LENGTH FOR 3/4-INCH TYPE M COPPER WATER TUBING |
| 741 | TABLE P2904.6.2(4)—ALLOWABLE PIPE LENGTH FOR 3/4-INCH TYPE M COPPER WATER TUBING—continued TABLE P2904.6.2(5)—ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING |
| 742 | TABLE P2904.6.2(5)—ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING—continued TABLE P2904.6.2(6)—ALLOWABLE PIPE LENGTH FOR 3/4-INCH CPVC PIPE |
| 743 | TABLE P2904.6.2(6)—ALLOWABLE PIPE LENGTH FOR 3/4-INCH CPVC PIPE—continued TABLE P2904.6.2(7)—ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE |
| 744 | TABLE P2904.6.2(7)—ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE—continued TABLE P2904.6.2(8)—ALLOWABLE PIPE LENGTH FOR 3/4-INCH PEX AND PE-RT TUBING |
| 745 | TABLE P2904.6.2(8)—ALLOWABLE PIPE LENGTH FOR 3/4-INCH PEX AND PE-RT TUBING—continued TABLE P2904.6.2(9)—ALLOWABLE PIPE LENGTH FOR 1-INCH PEX AND PE-RT TUBING |
| 746 | TABLE P2904.6.2(9)—ALLOWABLE PIPE LENGTH FOR 1-INCH PEX AND PE-RT TUBING—continued |
| 747 | SECTION P2905—HEATED WATER DISTRIBUTION SYSTEMS SECTION P2906—MATERIALS, JOINTS AND CONNECTIONS |
| 748 | TABLE P2906.4—WATER SERVICE PIPE TABLE P2906.5—WATER DISTRIBUTION PIPE |
| 749 | TABLE P2906.5—WATER DISTRIBUTION PIPE—continued TABLE P2906.6—PIPE FITTINGS |
| 751 | SECTION P2907—CHANGES IN DIRECTION SECTION P2908—SUPPORT SECTION P2909—DRINKING WATER TREATMENT UNITS SECTION P2910—NONPOTABLE WATER SYSTEMS |
| 752 | FIGURE P2910.3—PICTOGRAPH—DO NOT DRINK |
| 753 | TABLE P2910.9.6—SIZE OF DRAIN PIPES FOR WATER TANKS |
| 754 | SECTION P2911—ON-SITE NONPOTABLE WATER REUSE SYSTEMS |
| 755 | TABLE P2911.7.1—LOCATION OF NONPOTABLE WATER REUSE STORAGE TANKS |
| 756 | SECTION P2912—NONPOTABLE RAINWATER COLLECTION AND DISTRIBUTION SYSTEMS |
| 757 | TABLE P2912.10.1—LOCATION OF RAINWATER STORAGE TANKS |
| 758 | SECTION P2913—RECLAIMED WATER SYSTEMS |
| 760 | CHAPTER 30 SANITARY DRAINAGE SECTION P3001—GENERAL SECTION P3002—MATERIALS TABLE P3002.1(1)—ABOVE-GROUND DRAINAGE AND VENT PIPE |
| 761 | TABLE P3002.1(2)—UNDERGROUND BUILDING DRAINAGE AND VENT PIPE TABLE P3002.2—BUILDING SEWER PIPE TABLE P3002.3—PIPE FITTINGS |
| 762 | TABLE P3002.3—PIPE FITTINGS—continued SECTION P3003—JOINTS AND CONNECTIONS |
| 764 | SECTION P3004—DETERMINING DRAINAGE FIXTURE UNITS TABLE P3004.1—DRAINAGE FIXTURE UNIT (d.f.u.) VALUES FOR VARIOUS PLUMBING FIXTURES |
| 765 | TABLE P3004.1—DRAINAGE FIXTURE UNIT (d.f.u.) VALUES FOR VARIOUS PLUMBING FIXTURES—continued SECTION P3005—DRAINAGE SYSTEM TABLE P3005.1—FITTINGS FOR CHANGE IN DIRECTION |
| 768 | 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 BECONNECTED TO THE BUILDING DRAIN, BUILDING DRAIN BRANCHES OR THE BUILDING SEWER SECTION P3006—SIZING OF DRAIN PIPE OFFSETS SECTION P3007—SUMPS AND EJECTORS |
| 769 | TABLE 3007.6—MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR SECTION P3008—BACKWATER VALVES |
| 770 | SECTION P3009—GRAYWATER SOIL ABSORPTION SYSTEMS |
| 771 | TABLE P3009.9—LOCATION OF SUBSURFACE IRRIGATION SYSTEM TABLE P3009.10.1—DESIGN LOADING RATE |
| 772 | TABLE P3009.11—DISTRIBUTION PIPE SECTION P3010—REPLACEMENT OF UNDERGROUND BUILDING SEWERS AND BUILDING DRAINS BY PIPE BURSTING MET SECTION P3011—RELINING OF BUILDING SEWERS AND BUILDING DRAINS |
| 774 | CHAPTER 31 VENTS SECTION P3101—VENT SYSTEMS SECTION P3102—VENT STACKS AND STACK VENTS SECTION P3103—VENT TERMINALS |
| 775 | SECTION P3104—VENT CONNECTIONS AND GRADES SECTION P3105—FIXTURE VENTS TABLE P3105.1—MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT SECTION P3106—INDIVIDUAL VENT SECTION P3107—COMMON VENT |
| 776 | TABLE P3107.3—COMMON VENT SIZES SECTION P3108—WET VENTING TABLE P3108.3—WET VENT SIZE |
| 777 | SECTION P3109—WASTE STACK VENT TABLE P3109.4—WASTE STACK VENT SIZE SECTION P3110—CIRCUIT VENTING SECTION P3111—COMBINATION WASTE AND VENT SYSTEM |
| 778 | TABLE P3111.3—SIZE OF COMBINATION WASTE AND VENT PIPE SECTION P3112—ISLAND FIXTURE VENTING SECTION P3113—VENT PIPE SIZING TABLE P3113.4.1—SIZE AND LENGTH OF SUMP VENTS |
| 779 | TABLE P3113.4.1—SIZE AND LENGTH OF SUMP VENTS SECTION P3114—AIR ADMITTANCE VALVES |
| 780 | CHAPTER 32 TRAPS SECTION P3201—FIXTURE TRAPS |
| 781 | TABLE P3201.7—SIZE OF TRAPS FOR PLUMBING FIXTURES |
| 782 | CHAPTER 33 STORM DRAINAGE SECTION P3301—GENERAL SECTION P3302—SUBSOIL DRAINS TABLE P3302.1—SUBSOIL DRAIN PIPE SECTION P3303—SUMPS AND PUMPING SYSTEMS |
| 783 | PART VIII-ELECTRICAL CHAPTER 34 GENERAL REQUIREMENTS SECTION E3401—GENERAL |
| 784 | SECTION E3402—BUILDING STRUCTURE PROTECTION SECTION E3403—INSPECTION AND APPROVAL SECTION E3404—GENERAL EQUIPMENT REQUIREMENTS TABLE E3404.4 (Table 110.28)—ENCLOSURE SELECTION |
| 785 | TABLE E3404.4 (Table 110.28)—ENCLOSURE SELECTION—continued |
| 786 | SECTION E3405—EQUIPMENT LOCATION AND CLEARANCES |
| 787 | FIGURE E3405.1a, b, c, d, e—WORKING SPACE AND CLEARANCES |
| 788 | SECTION E3406—ELECTRICAL CONDUCTORS AND CONNECTIONS |
| 789 | TABLE E3406.9 (Chapter 9, Table 10)—CONDUCTOR STRANDINGc |
| 790 | SECTION E3407—CONDUCTOR AND TERMINAL IDENTIFICATION |
| 792 | CHAPTER 35 ELECTRICAL DEFINITIONS SECTION E3501—GENERAL |
| 798 | CHAPTER 36 SERVICES SECTION E3601—GENERAL SERVICES |
| 799 | SECTION E3602—SERVICE SIZE AND RATING TABLE E3602.2 [220.82(B) & (C)]—MINIMUM SERVICE LOAD CALCULATION SECTION E3603—SERVICE, FEEDER AND GROUNDING ELECTRODE CONDUCTOR SIZING |
| 800 | TABLE E3603.1.1 (Table 310.12(A))—SINGLE-PHASE DWELLING SERVICES AND FEEDERS |
| 801 | TABLE E3603.4 (Table 250.66)—GROUNDING ELECTRODE CONDUCTOR SIZEa, b, c, d, e, f SECTION E3604—OVERHEAD SERVICE AND SERVICE-ENTRANCE CONDUCTOR INSTALLATION FIGURE E3604.1—CLEARANCES FROM BUILDING OPENINGS |
| 802 | FIGURE E3604.2.1—CLEARANCES FROM ROOFS |
| 803 | SECTION E3605—SERVICE-ENTRANCE CONDUCTORS |
| 804 | SECTION E3606—SERVICE EQUIPMENT—GENERAL SECTION E3607—SYSTEM GROUNDING |
| 805 | SECTION E3608—GROUNDING ELECTRODE SYSTEM |
| 806 | SECTION E3609—BONDING |
| 808 | SECTION E3610—GROUNDING ELECTRODE CONDUCTORS SECTION E3611—GROUNDING ELECTRODE CONDUCTOR CONNECTION TO THE GROUNDING ELECTRODES |
| 810 | CHAPTER 37 BRANCH CIRCUIT AND FEEDER REQUIREMENTS SECTION E3701—GENERAL SECTION E3702—BRANCH CIRCUIT RATINGS |
| 812 | TABLE E3702.15(1) [Table 210.24 (1)]—BRANCH-CIRCUIT REQUIREMENTS—SUMMARYa, b TABLE E3702.15(2) [Table 210.24(2)]—BRANCH-CIRCUIT REQUIREMENTS—SUMMARYa, b SECTION E3703—REQUIRED BRANCH CIRCUITS |
| 813 | SECTION E3704—FEEDER REQUIREMENTS TABLE E3704.2(1) [220.14(J), Table 220.42, 220.50, 220.51, 220.52,220.53, 220.54, 220.55, 220.57, and 220.60]—FEEDER LOAD CALCULATION |
| 814 | TABLE E3704.2(1) [220.14(J), Table 220.42, 220.50, 220.51, 220.52,220.53, 220.54, 220.55, 220.57, and 220.60]—FEEDER LOAD CALCULATION—continued TABLE E3704.2(2) (220.55 and Table 220.55)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 SIZING AND OVERCURRENT PROTECTION |
| 815 | TABLE E3705.1—ALLOWABLE AMPACITIES TABLE E3705.2 [310.15(B)(1)]—AMBIENT TEMPERATURE CORRECTION FACTORS |
| 816 | TABLE E3705.2 [310.15(B)(1)]—AMBIENT TEMPERATURE CORRECTION FACTORS—continued TABLE E3705.3 [310.15(C)(1)]—CONDUCTOR PROXIMITY ADJUSTMENT FACTORS |
| 818 | TABLE E3705.5.3 [240.4(D)]—OVERCURRENT-PROTECTION RATING TABLE E3705.6 (Table 240.6)—STANDARD AMPERE RATING FOR FUSES AND INVERSE TIME CIRCUIT BREAKERS SECTION E3706—PANELBOARDS |
| 820 | CHAPTER 38 WIRING METHODS SECTION E3801—GENERAL REQUIREMENTS TABLE E3801.2—ALLOWABLE WIRING METHODS TABLE E3801.4 (Chapter 3 and 300.2)—ALLOWABLE APPLICATIONS FOR WIRING METHODSa, b, c, d, e, f, g, h, i, j, k, l |
| 821 | TABLE E3801.4 (Chapter 3 and 300.2)—ALLOWABLE APPLICATIONS FOR WIRING METHODSa, b, c, d, e, f, g, h, i, j, k, l—continued SECTION E3802—ABOVE-GROUND INSTALLATION REQUIREMENTS TABLE E3802.1 (Chapter 3)—GENERAL INSTALLATION ANDSUPPORT REQUIREMENTS FOR WIRING METHODSa, b, c, d, e, f, g, h, i, j, k, l |
| 822 | TABLE E3802.1 (Chapter 3)—GENERAL INSTALLATION ANDSUPPORT REQUIREMENTS FOR WIRING METHODSa, b, c, d, e, f, g, h, i, j, k, l—continued |
| 823 | SECTION E3803—UNDERGROUND INSTALLATION REQUIREMENTS TABLE E3803.1 (Table 300.5)—MINIMUM COVER REQUIREMENTS, BURIAL IN INCHESa, b, c, d, e, f |
| 824 | TABLE E3803.1 (Table 300.5)—MINIMUM COVER REQUIREMENTS, BURIAL IN INCHESa, b, c, d, e, f—continued |
| 826 | CHAPTER 39 POWER AND LIGHTING DISTRIBUTION SECTION E3901—RECEPTACLE OUTLETS FIGURE E3901.2—GENERAL USE RECEPTACLE DISTRIBUTION |
| 828 | FIGURE E3901.4—COUNTERTOP RECEPTACLES |
| 829 | FIGURE E3901.4.1—DETERMINATION OF AREA BEHIND SINK OR RANGE |
| 830 | SECTION E3902—GROUND-FAULT AND ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION |
| 832 | SECTION E3903—LIGHTING OUTLETS |
| 833 | SECTION E3904—GENERAL INSTALLATION REQUIREMENTS |
| 834 | TABLE E3904.6(1) (Annex C, Table C.1)—MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL METALLIC TUBING (EMT)a |
| 835 | TABLE E3904.6(1) (Annex C, Table C.1)—MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL METALLIC TUBING (EMT)a—continued TABLE E3904.6(2) (Annex C, Table C.2)—MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL NONMETALLIC TUBING (ENT)a |
| 836 | TABLE E3904.6(2) (Annex C, Table C.2)—MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL NONMETALLIC TUBING (ENT)a—continued |
| 837 | TABLE E3904.6(3) (Annex C, Table C.3)—MAXIMUM NUMBER OF CONDUCTORS IN FLEXIBLE METALLIC CONDUIT (FMC)a |
| 838 | TABLE E3904.6(3) (Annex C, Table C.3)—MAXIMUM NUMBER OF CONDUCTORS IN FLEXIBLE METALLIC CONDUIT (FMC)a—continued TABLE E3904.6(4) (Annex C, Table C.4)—MAXIMUM NUMBER OF CONDUCTORS IN INTERMEDIATE METALLIC CONDUIT (IMC)a |
| 839 | TABLE E3904.6(4) (Annex C, Table C.4)—MAXIMUM NUMBER OF CONDUCTORS IN INTERMEDIATE METALLIC CONDUIT (IMC)a—continued |
| 840 | TABLE E3904.6(5) (Annex C, Table C.6)—MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-A)a |
| 841 | TABLE E3904.6(5) (Annex C, Table C.6)—MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-A)a—continued TABLE E3904.6(6) (Annex C, Table C.5)—MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-B) |
| 842 | TABLE E3904.6(6) (Annex C, Table C.5)—MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-B)a—continued |
| 843 | TABLE E3904.6(7) (Annex C, Table C.8)—MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE METAL CONDUIT (LFMC)a |
| 844 | TABLE E3904.6(7) (Annex C, Table C.8)—MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE METAL CONDUIT (LFMC)a—continued TABLE E3904.6(8) (Annex C, Table C.9)—MAXIMUM NUMBER OF CONDUCTORS IN RIGID METAL CONDUIT (RMC)a |
| 845 | TABLE E3904.6(8) (Annex C, Table C.9)—MAXIMUM NUMBER OF CONDUCTORS IN RIGID METAL CONDUIT (RMC)a—continued |
| 846 | TABLE E3904.6(9) (Annex C, Table C.10)—MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT, SCHEDULE 80 (PVC-80)a |
| 847 | TABLE E3904.6(9) (Annex C, Table C.10)—MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT, SCHEDULE 80 (PVC-80)a—continued TABLE E3904.6(10) (Annex C, Table C.11)—MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT SCHEDULE 40 (PVC-40)a |
| 848 | TABLE E3904.6(10) (Annex C, Table C.11)—MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT SCHEDULE 40 (PVC-40)a—continued |
| 849 | SECTION E3905—BOXES, CONDUIT BODIES AND FITTINGS |
| 851 | TABLE E3905.12.1 [Table 314.16(A)]—MAXIMUM NUMBER OF CONDUCTORS IN METAL BOXESa |
| 852 | TABLE E3905.12.2.1 [Table 314.16(B)(1)]—VOLUME ALLOWANCE REQUIRED PER CONDUCTOR |
| 853 | SECTION E3906—INSTALLATION OF BOXES, CONDUIT BODIES AND FITTINGS |
| 855 | SECTION E3907—CABINETS AND PANELBOARDS |
| 856 | TABLE E3907.8 (Chapter 9, Table 1)—PERCENT OF CROSS SECTION OF CONDUIT AND TUBING FOR CONDUCTORS TABLE E3907.9.1(1) [Table 312.6(B)(2)]—MINIMUM WIRE-BENDING SPACE AT TERMINALS (see Note 1) |
| 857 | TABLE E3907.9.1(1) [Table 312.6(B)(2)]—MINIMUM WIRE-BENDING SPACE AT TERMINALS (see Note 1)—continued TABLE E3907.9.1(2) [Table 312.6(A)]—MINIMUM WIRE-BENDING SPACE AT TERMINALS AND MINIMUM WIDTH OF WIRING GUTTERS(see Note 1) |
| 858 | TABLE E3907.9.1(2) [Table 312.6(A)]—MINIMUM WIRE-BENDING SPACE AT TERMINALS AND MINIMUM WIDTH OF WIRING GUTTERS(see Note 1)—continued SECTION E3908—GROUNDING AND BONDING |
| 860 | TABLE E3908.13 (Table 250.122)—EQUIPMENT GROUNDING CONDUCTOR SIZING |
| 862 | SECTION E3909—FLEXIBLE CORDS AND FLEXIBLE CABLES TABLE E3909.2 [Table 400.5(A)(1)]—MAXIMUM AMPERE LOAD FOR FLEXIBLE CORDS |
| 863 | CHAPTER 40 DEVICES AND LUMINAIRES SECTION E4001—SWITCHES |
| 865 | SECTION E4002—RECEPTACLES TABLE E4002.1.2 [Table 210.21(B)(3)]—RECEPTACLE RATINGS FOR VARIOUS SIZE MULTIOUTLET CIRCUITS |
| 867 | SECTION E4003—LUMINAIRES |
| 868 | FIGURE E4003.12—CLOSET STORAGE SPACE |
| 869 | SECTION E4004—LUMINAIRE INSTALLATION |
| 870 | SECTION E4005—TRACK LIGHTING |
| 871 | CHAPTER 41 APPLIANCE INSTALLATION SECTION E4101—GENERAL TABLE E4101.3—FLEXIBLE CORD LENGTH |
| 872 | TABLE E4101.5 [422.31(A), (B) and (C);422.33; 422.34(B) and (C); 422.35; 424.19; 424.20; and 440.14]—DISCONNECTING MEANS |
| 873 | TABLE E4101.5 [422.31(A), (B) and (C);422.33; 422.34(B) and (C); 422.35; 424.19; 424.20; and 440.14]—DISCONNECTING MEANS—continued |
| 874 | CHAPTER 42 SWIMMING POOLS SECTION E4201—GENERAL SECTION E4202—WIRING METHODS FOR POOLS, SPAS, HOT TUBS AND HYDROMASSAGE BATHTUBS TABLE E4202.1—PERMITTED WIRING METHODS IN CORROSIVE ENVIRONMENTSa |
| 875 | SECTION E4203—EQUIPMENT LOCATION AND CLEARANCES |
| 877 | TABLE E4203.7 [Table 680.8(A)]—OVERHEAD CONDUCTOR CLEARANCES SECTION E4204—EQUIPOTENTIAL BONDING |
| 880 | SECTION E4205—BONDING AND GROUNDING |
| 881 | SECTION E4206—EQUIPMENT INSTALLATION |
| 884 | SECTION E4207—STORABLE SWIMMING POOLS, STORABLE SPAS AND STORABLE HOT TUBS SECTION E4208—SPAS AND HOT TUBS |
| 885 | SECTION E4209—HYDROMASSAGE BATHTUBS |
| 886 | 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 [Figure 725.154(A)] |
| 887 | TABLE E4303.2.5 [Table 722.179(B)]—CABLE MARKING SECTION E4304—INSTALLATION REQUIREMENTS |
| 889 | PART IX-REFERENCED STANDARDS CHAPTER 44 REFERENCED STANDARDS ABTG ACCA ACI AHRI AISI |
| 890 | ALI AMCA ANSI |
| 892 | APA APSP |
| 893 | ASCE/SEI ASHRAE ASME |
| 895 | ASSE |
| 896 | ASTM |
| 911 | AWC AWPA AWS AWWA |
| 912 | CEN CISPI CPA CPSC |
| 913 | CRRC CSA |
| 915 | CSSB CTA |
| 916 | DASMA DHA DOC DOE DOTn FEMA FGIA |
| 917 | FM GA HVI IAPMO ICC |
| 918 | IEC IEEE ISO MSS |
| 919 | NAIMA NEMA NFPA |
| 920 | NFRC NGWA NSF |
| 921 | OpenADR PCA PHTA PTI RESNET SBCA SMACNA TMS |
| 922 | TPI UL |
| 925 | ULC US-FTC WDMA WMA |
| 926 | APPENDIX AA BOARD OF APPEALS SECTION AA101—GENERAL |
| 928 | APPENDIX AB PERMIT FEES SECTION AB101—GENERAL TABLE AB101.1—PERMIT FEE SCHEDULE |
| 929 | APPENDIX AC RESERVED |
| 930 | APPENDIX BA MANUFACTURED HOUSING USED AS DWELLINGS SECTION BA101—SCOPE SECTION BA102—APPLICATION TO EXISTING MANUFACTURED HOMES AND BUILDING SERVICE EQUIPMENT |
| 931 | SECTION BA103—DEFINITIONS SECTION BA104—PERMITS SECTION BA105—APPLICATION FOR PERMIT |
| 932 | SECTION BA106—PERMITS ISSUANCE SECTION BA107—FEES |
| 933 | SECTION BA108—INSPECTIONS |
| 934 | SECTION BA109—SPECIAL INSPECTIONS SECTION BA110—UTILITY SERVICE SECTION BA111—OCCUPANCY CLASSIFICATION SECTION BA112—LOCATION ON PROPERTY SECTION BA113—DESIGN |
| 935 | SECTION BA114—FOUNDATION SYSTEMS SECTION BA115—SKIRTING AND PERIMETER ENCLOSURES SECTION BA116—STRUCTURAL ADDITIONS SECTION BA117—BUILDING SERVICE EQUIPMENT SECTION BA118—EXITS |
| 936 | SECTION BA119—OCCUPANCY, FIRE SAFETY AND ENERGY CONSERVATION STANDARDS SECTION BA120—SPECIAL REQUIREMENTS FOR FOUNDATION SYSTEMS SECTION BA121—FOOTINGS AND FOUNDATIONS SECTION BA122—PIER CONSTRUCTION SECTION BA123—HEIGHT OF PIERS SECTION BA124—ANCHORAGE INSTALLATIONS |
| 937 | SECTION BA125—TIES, MATERIALS AND INSTALLATION SECTION BA126—REFERENCED STANDARDS TABLE BA126.1—REFERENCED STANDARDS |
| 938 | APPENDIX BB TINY HOUSES SECTION BB101—GENERAL SECTION BB102—DEFINITIONS SECTION BB103—CEILING HEIGHT SECTION BB104—LOFTS FIGURE BB104.1.3—HEIGHT EFFECT ON LOFT AREA |
| 939 | SECTION BB105—EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION BB106—ENERGY CONSERVATION |
| 940 | APPENDIX BC ACCESSORY DWELLING UNITS (ADU) SECTION BC101—GENERAL SECTION BC102—DEFINITIONS SECTION BC103—PERMITS SECTION BC104—ADU PLANNING |
| 941 | SECTION BC105—UTILITIES |
| 942 | APPENDIX BD HOME DAY CARE OCCUPANCY SECTION BD101—GENERAL SECTION BD102—DEFINITION SECTION BD103—MEANS OF EGRESS |
| 943 | SECTION BD104—SMOKE DETECTION |
| 944 | APPENDIX BE RADON CONTROL METHODS SECTION BE101—SCOPE FIGURE BE101.1—EPA MAP OF RADON ZONES |
| 945 | TABLE BE101.1—HIGH RADON-POTENTIAL (ZONE 1) COUNTIESa |
| 946 | TABLE BE101.1—HIGH RADON-POTENTIAL (ZONE 1) COUNTIESa—continued |
| 947 | TABLE BE101.1—HIGH RADON-POTENTIAL (ZONE 1) COUNTIESa—continued |
| 948 | TABLE BE101.1—HIGH RADON-POTENTIAL (ZONE 1) COUNTIESa—continued |
| 949 | TABLE BE101.1—HIGH RADON-POTENTIAL (ZONE 1) COUNTIESa—continued SECTION BE102—DEFINITIONS SECTION BE103—REQUIREMENTS |
| 950 | FIGURE BE103.1—RADON-RESISTANT CONSTRUCTION DETAILS FOR FOUR FOUNDATION TYPES |
| 952 | SECTION BE104—TESTING |
| 953 | APPENDIX BF PATIO COVERS SECTION BF101—GENERAL SECTION BF102—DEFINITION SECTION BF103—EXTERIOR WALLS AND OPENINGS SECTION BF104—HEIGHT SECTION BF105—STRUCTURAL PROVISIONS SECTION BF106—SPECIAL PROVISIONS FOR ALUMINUM SCREEN ENCLOSURES IN HURRICANE-PRONE REGIONS |
| 954 | FIGURE BF106.4.1—ULTIMATE DESIGN WIND SPEEDS FOR PATIO COVERS AND SCREEN ENCLOSURES TABLE BF106.4.1(1)—DESIGN WIND PRESSURES FOR SCREEN ENCLOSURE FRAMINGa, b, e, f, g, h |
| 955 | TABLE BF106.4.1(2)—ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE |
| 956 | APPENDIX BG SOUND TRANSMISSION SECTION BG101—GENERAL SECTION BG102—AIRBORNE SOUND SECTION BG103—STRUCTURAL-BORNE SOUND SECTION BG104—REFERENCED STANDARDS TABLE BG104.1—REFERENCED STANDARDS |
| 957 | APPENDIX BH AUTOMATIC VEHICULAR GATES SECTION BH101—GENERAL SECTION BH102—DEFINITION SECTION BH103—AUTOMATIC VEHICULAR GATES SECTION BH104—REFERENCED STANDARDS TABLE BH104.1—REFERENCED STANDARDS |
| 958 | APPENDIX BI LIGHT STRAW-CLAY CONSTRUCTION SECTION BI101—GENERAL SECTION BI102—DEFINITIONS SECTION BI103—NONBEARING LIGHT STRAW-CLAY CONSTRUCTION TABLE BI103.2.3—REQUIREMENTS AND PROPERTIES OF LIGHT STRAW-CLAY MIXTURESa |
| 959 | TABLE BI103.2.3—REQUIREMENTS AND PROPERTIES OF LIGHT STRAW-CLAY MIXTURESa—continued FIGURE BI103.2.4(1)—LIGHT STRAW-CLAY WALL WITH LARSEN TRUSSES |
| 960 | FIGURE BI103.2.4(2)—LIGHT STRAW-CLAY WALL, SINGLE STUD WIDTH FIGURE BI103.2.4(3)—LIGHT STRAW-CLAY WALL WITH BLIND STUDS |
| 961 | SECTION BI104—THERMAL PERFORMANCE |
| 962 | SECTION BI105—REFERENCED STANDARDS TABLE BI105.1—REFERENCED STANDARDS |
| 963 | APPENDIX BJ STRAWBALE CONSTRUCTION SECTION BJ101—GENERAL FIGURE BJ101.2—TYPICAL STRAWBALE WALL SYSTEMS |
| 964 | SECTION BJ102—DEFINITIONS |
| 965 | FIGURE BJ102.1—BALE ORIENTATIONS SECTION BJ103—BALES FIGURE BJ103.2—APPROXIMATE DIMENSIONS OF COMMON STRAW BALES |
| 966 | SECTION BJ104—FINISHES |
| 967 | SECTION BJ105—STRAWBALE WALLS—GENERAL FIGURE BJ105.1(1)—TYPICAL BASE OF PLASTERED STRAWBALE WALL ON CONCRETE SLAB AND FOOTING |
| 968 | FIGURE BJ105.1(2)—TYPICAL BASE OF PLASTERED STRAWBALE WALL OVER RAISED FLOOR FIGURE BJ105.1(3)—TYPICAL TOP OF LOAD-BEARING STRAWBALE WALL |
| 969 | FIGURE BJ105.1(4)—TYPICAL TOP OF POST-AND-BEAM WALL WITH PLASTERED STRAWBALE INFILL TABLE BJ105.4—OUT-OF-PLANE LOAD RESISTANCE METHODS AND UNRESTRAINED WALL DIMENSION LIMITS |
| 970 | TABLE BJ105.4—OUT-OF-PLANE LOAD RESISTANCE METHODS AND UNRESTRAINED WALL DIMENSION LIMITS—continued |
| 971 | SECTION BJ106—STRAWBALE WALLS—STRUCTURAL |
| 972 | TABLE BJ106.6.1—MINIMUM COMPRESSIVE STRENGTH FOR PLASTERS ON STRUCTURAL WALLS |
| 973 | TABLE BJ106.12—ALLOWABLE SUPERIMPOSED VERTICAL LOADS (LBS/FOOT) FOR PLASTERED LOAD-BEARING STRAWBALE WALLS |
| 974 | TABLE BJ106.13(1)—PLASTERED STRAWBALE BRACED WALL PANEL TYPES TABLE BJ106.13(2)—BRACING REQUIREMENTS FOR STRAWBALE BRACED WALL PANELS BASED ON WIND SPEED |
| 975 | TABLE BJ106.13(2)—BRACING REQUIREMENTS FOR STRAWBALE BRACED WALL PANELS BASED ON WIND SPEED—continued TABLE BJ106.13(3)—BRACING REQUIREMENTS FOR STRAWBALE BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY |
| 976 | TABLE BJ106.13(3)—BRACING REQUIREMENTS FOR STRAWBALE BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY—continued |
| 977 | SECTION BJ107—FIRE RESISTANCE SECTION BJ108—THERMAL INSULATION SECTION BJ109—REFERENCED STANDARDS TABLE BJ109.1—REFERENCED STANDARDS |
| 978 | TABLE BJ109.1—REFERENCED STANDARDS—continued |
| 979 | APPENDIX BK COB CONSTRUCTION (MONOLITHIC ADOBE) SECTION BK101—GENERAL FIGURE BK101.4—TYPICAL COB WALL |
| 980 | SECTION BK102—DEFINITIONS SECTION BK103—MATERIALS, MIXING AND INSTALLATION |
| 981 | SECTION BK104—FINISHES |
| 982 | SECTION BK105—COB WALLS—GENERAL TABLE BK105.3—OUT-OF-PLANE RESISTANCE METHODS AND UNRESTRAINED WALL HEIGHT LIMITS |
| 983 | TABLE BK105.3—OUT-OF-PLANE RESISTANCE METHODS AND UNRESTRAINED WALL HEIGHT LIMITS—continued |
| 984 | FIGURE BK105.4.5—WINDOW INSTALLATION (DOOR INSTALLATION SIMILAR) SECTION BK106—COB WALLS—STRUCTURAL |
| 985 | EQUATION BK-1 EQUATION BK-2 |
| 986 | EQUATION BK-3 |
| 987 | FIGURE BK106.9.5—CONNECTION OF ROOF FRAMING TO BOND BEAMS |
| 988 | FIGURE BK106.9.6—CONNECTIONS AT GABLE AND SHED ROOF END WALLS TABLE BK106.10—LINTELS AND BOND BEAMS SPANNING OPENINGS |
| 989 | TABLE BK106.10—LINTELS AND BOND BEAMS SPANNING OPENINGS—continued TABLE BK106.11(1)—COB BRACED WALL PANEL TYPES |
| 990 | TABLE BK106.11(1)—COB BRACED WALL PANEL TYPES—continued TABLE BK106.11(2)—BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON WIND SPEED |
| 991 | TABLE BK106.11(3)—BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY A TABLE BK106.11(4)—BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY B |
| 992 | TABLE BK106.11(4)—BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY B—continued |
| 993 | TABLE BK106.11(5)—BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY C |
| 994 | TABLE BK106.11(5)—BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY C—continued EQUATION BK-4 |
| 995 | FIGURE BK106.11.3—CURVED BRACED WALL PANEL TABLE BK106.12—ANCHORAGE OF BOND BEAMS FOR WIND UPLIFT |
| 996 | SECTION BK107—COB FLOORS SECTION BK108—FIRE RESISTANCE TABLE BK108.1—TWO-HOUR FIRE-RESISTANCE-RATED COB WALLS SECTION BK109—THERMAL PERFORMANCE |
| 997 | SECTION BK110—REFERENCED STANDARDS TABLE BK110.1—REFERENCED STANDARDS |
| 998 | APPENDIX BL HEMP-LIME (HEMPCRETE) CONSTRUCTION SECTION BL101—GENERAL SECTION BL102—DEFINITIONS |
| 999 | SECTION BL103—HEMP-LIME CONSTRUCTION FIGURE BL103.1(1)—TYPICAL HEMP-LIME WITH INTERIOR STUD FRAMING FIGURE BL103.1(2)—TYPICAL HEMP-LIME WITH CENTER STUD FRAMING |
| 1000 | FIGURE BL103.1(3)—TYPICAL HEMP-LIME WITH EXTERIOR STUD FRAMING FIGURE BL103.1(4)—TYPICAL HEMP-LIME WITH DOUBLE STUD WALL FRAMING |
| 1001 | TABLE BL103.3.7—ALLOWABLE HEADER SPAN MULTIPLIERa |
| 1003 | FIGURE BL103.6.7.4—TYPICAL HEMP-LIME MEDIUM LINING FIGURE BL103.6.7.5—TYPICAL HEMP-LIME THICK LINING |
| 1004 | SECTION BL104—FINISHES |
| 1005 | SECTION BL105—FIRE RESISTANCE SECTION BL106—THERMAL PERFORMANCE TABLE BL106.2—THERMAL RESISTANCE OF HEMP-LIMEa EQUATION BL-1 TABLE BL106.2—THERMAL RESISTANCE OF HEMP-LIMEa |
| 1006 | EQUATION BL-2 SECTION BL107—MECHANICAL PERFORMANCE SECTION BL108—REFERENCED STANDARDS TABLE BL108.1—REFERENCED STANDARDS |
| 1007 | APPENDIX BM 3D-PRINTED BUILDING CONSTRUCTION SECTION BM101—GENERAL SECTION BM102—DEFINITIONS SECTION BM103—BUILDING DESIGN SECTION BM104—BUILDING CONSTRUCTION SECTION BM105—SPECIAL INSPECTIONS |
| 1008 | SECTION BM106—REFERENCED STANDARDS TABLE BM106.1—REFERENCED STANDARDS |
| 1009 | APPENDIX BN EXTENDED PLATE WALL CONSTRUCTION SECTION BN101—GENERAL SECTION BN102—CONSTRUCTION REQUIREMENTS FIGURE BN102.1(1)—EXTENDED PLATE WALL (EPW) CONSTRUCTION, SECTION VIEW |
| 1010 | FIGURE BN102.1(2)—EXTENDED PLATE WALL, ELEVATION VIEW TABLE BN102.2—SHEATHING FASTENER REQUIREMENTS FOR EPW |
| 1011 | FIGURE BN102.4(1)—RIM JOIST CONSTRUCTION FOR EPW—DOUBLE MEMBER FIGURE BN102.4(2)—RIM JOIST CONSTRUCTION FOR EPW—INSET DOUBLE MEMBER |
| 1013 | APPENDIX BO EXISTING BUILDINGS AND STRUCTURES SECTION BO101—PURPOSE AND INTENT SECTION BO102—COMPLIANCE |
| 1014 | SECTION BO103—DEFINITIONS SECTION BO104—REPAIRS SECTION BO105—ALTERATIONS |
| 1016 | SECTION BO106—ADDITION SECTION BO107—RELOCATED BUILDINGS |
| 1017 | SECTION BO108—REFERENCED STANDARDS TABLE BO108.1—REFERENCED STANDARDS |
| 1018 | APPENDIX CA SIZING AND CAPACITIES OF GAS PIPING SECTION CA101—GENERAL PIPING CONSIDERATIONS SECTION CA102—DESCRIPTION OF TABLES |
| 1019 | TABLE CA102.2—EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES |
| 1020 | TABLE CA102.2—EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES—continued TABLE CA102.4—MULTIPLIERS TO BE USED WITH TABLES 402.4(1) THROUGH 402.4(22) WHERE THE SPECIFIC GRAVITY OF THE GAS IS OTHER THAN 0.60 |
| 1021 | TABLE CA102.4—MULTIPLIERS TO BE USED WITHTABLES 402.4(1) THROUGH 402.4(22) WHERE THE SPECIFIC GRAVITY OF THE GAS IS OTHER THAN 0.60—continued SECTION CA103—USE OF CAPACITY TABLES |
| 1023 | TABLE CA103.4—THOUSANDS OF BTU/H (MBH) OF NATURAL GASPER 100 FEET OF PIPE AT VARIOUS PRESSURE DROPS AND PIPE DIAMETERS SECTION CA104—USE OF SIZING EQUATIONS |
| 1024 | SECTION CA105—PIPE AND TUBE DIAMETERS TABLE CA105.1—SCHEDULE 40 STEEL PIPE STANDARD SIZES TABLE CA105.2—COPPER TUBE STANDARD SIZES |
| 1025 | TABLE CA105.2—COPPER TUBE STANDARD SIZES—continued SECTION CA106—EXAMPLES OF PIPING SYSTEM DESIGN AND SIZING |
| 1026 | FIGURE CA106.1—PIPING PLAN SHOWING A STEEL PIPING SYSTEM |
| 1027 | FIGURE CA106.2—PIPING PLAN SHOWING A CSST SYSTEM |
| 1028 | FIGURE CA106.3—PIPING PLAN SHOWING A COPPER TUBING SYSTEM FIGURE CA106.4—PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM |
| 1031 | APPENDIX CB SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES AND APPLIANCES LISTED FOR USE WITH TYPE B VENTS SECTION CB101—EXAMPLES USING SINGLE-APPLIANCE VENTING TABLES FIGURE CB101.1—EXAMPLE 1: SINGLE DRAFT HOOD-EQUIPPED APPLIANCE |
| 1032 | FIGURE CB101.2—EXAMPLE 2: SINGLE FAN-ASSISTED APPLIANCE |
| 1033 | FIGURE CB101.4(1)—TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A TYPE B DOUBLE-WALL VENT FIGURE CB101.4(2)—TYPE B DOUBLE-WALL VENT SYSTEM SERVINGA SINGLE APPLIANCE WITH A SINGLE-WALL METAL VENT CONNECTOR |
| 1034 | FIGURE CB101.4(3)—VENT SYSTEM SERVING A SINGLE APPLIANCEWITH A MASONRY CHIMNEY OF TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE CB101.4(4)—VENT SYSTEM SERVING A SINGLE APPLIANCEUSING A MASONRY CHIMNEY AND A SINGLE-WALL METAL VENT CONNECTOR |
| 1035 | FIGURE CB101.4(5)—ASBESTOS CEMENT TYPE B OR SINGLE-WALLMETAL VENT SYSTEM SERVING A SINGLE DRAFT HOOD-EQUIPPED APPLIANCE SECTION CB102—EXAMPLES USING COMMON VENTING TABLES |
| 1036 | FIGURE CB102.1—EXAMPLE 4: COMMON VENTING TWO DRAFT HOOD-EQUIPPED APPLIANCESFor |
| 1037 | FIGURE CB102.2—EXAMPLE 5a: COMMON VENTING A DRAFT HOODWITH A FAN-ASSISTED FURNACE INTO A TYPE B DOUBLE-WALL COMMON VENT |
| 1038 | TABLE CB102.3—MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa |
| 1039 | FIGURE CB102.5(1)—VENT SYSTEM SERVING TWO OR MORE APPLIANCESWITH TYPE B DOUBLE-WALL VENT AND TYPE B DOUBLE-WALL VENT CONNECTOR |
| 1040 | FIGURE CB102.5(2)—VENT SYSTEM SERVING TWO OR MORE APPLIANCESWITH TYPE B DOUBLE-WALL VENT AND SINGLE-WALL METAL VENT CONNECTORS FIGURE CB102.5(3)—MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT CONNECTOR |
| 1041 | FIGURE CB102.5(4)—MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH SINGLE-WALL METAL VENT CONNECTORS FIGURE CB102.5(5)—ASBESTOS CEMENT TYPE B OR SINGLE-WALL METALVENT SYSTEM SERVING TWO OR MORE DRAFT HOOD-EQUIPPED APPLIANCES |
| 1042 | FIGURE CB102.5(7)—USE OF OFFSET COMMON VENTS WITH SINGLE-WALL METAL VENT CONNECTORS |
| 1043 | FIGURE CB102.5(8)—MULTISTORY GAS VENT DESIGN PROCEDURE FOR EACH SEGMENT OF SYSTEM FIGURE CB102.5(9)—MULTISTORY VENT SYSTEMS |
| 1044 | FIGURE CB102.5(10)—99% WINTER DESIGN TEMPERATURES FOR THE CONTIGUOUS UNITED STATES |
| 1045 | APPENDIX CC RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION SECTION CC101—GENERAL SECTION CC102—OCCUPANT AND INSPECTOR SAFETY |
| 1046 | SECTION CC103—GAS PIPING AND CONNECTIONS INSPECTIONS SECTION CC104—INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE NOT OPERATING |
| 1047 | SECTION CC105—INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE OPERATING |
| 1048 | SECTION CC106—APPLIANCE-SPECIFIC INSPECTIONS |
| 1049 | TABLE CC106—CO THRESHOLDS |
| 1050 | TABLE CC106—CO THRESHOLDS—continued |
| 1051 | APPENDIX CD PIPING STANDARDS FOR VARIOUS APPLICATIONS SECTION CD101—PLASTIC PIPING STANDARDS |
| 1052 | TABLE CD101.1—PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONSa, b |
| 1053 | TABLE CD101.1—PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONSa, b—continued |
| 1054 | SECTION CD102 —REFERENCED STANDARDS TABLE CD102.1—REFERENCED STANDARDS |
| 1055 | TABLE CD102.1—REFERENCED STANDARDS—continued |
| 1056 | APPENDIX CE VENTING METHODS SECTION CE101—VENTING METHODS FIGURE CE101.1(1)—TYPICAL SINGLE-BATH WET-VENT ARRANGEMENTS |
| 1057 | FIGURE CE101.1(2)—TYPICAL DOUBLE-BATH WET-VENT ARRANGEMENTS |
| 1058 | FIGURE CE101.1(3)—TYPICAL HORIZONTAL WET VENTING |
| 1059 | FIGURE CE101.1(4)—TYPICAL METHODS OF WET VENTING |
| 1060 | FIGURE CE101.1(5)—SINGLE-STACK SYSTEM FOR A TWO-STORY DWELLING |
| 1061 | FIGURE CE101.1(6)—WASTE STACK VENTING FIGURE CE101.1(7)—CIRCUIT VENT WITH ADDITIONAL NONCIRCUIT-VENTED BRANCH |
| 1062 | APPENDIX CF SIZING OF WATER PIPING SYSTEM SECTION CF101—GENERAL SECTION CF102—INFORMATION REQUIRED SECTION CF103—SELECTION OF PIPE SIZE |
| 1064 | FIGURE CF103.3(1)—EXAMPLE—SIZING |
| 1065 | TABLE CF103.3(1)—RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS |
| 1066 | TABLE CF103.3(2)—LOAD VALUES ASSIGNED TO FIXTURESa |
| 1067 | FIGURE CF103.3(2)—FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B88 COPPER TUBING) |
| 1068 | TABLE CF103.3(3)—TABLE FOR ESTIMATING DEMAND |
| 1069 | TABLE CF103.3(3)—TABLE FOR ESTIMATING DEMAND—continued FIGURE CF103.3(3)—FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B88 COPPER TUBING) |
| 1070 | TABLE CF103.3(4)—LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH (psi) |
| 1071 | FIGURE CF103.3(4)—FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B88 COPPER TUBING) TABLE CF103.3(5)—ALLOWANCE IN EQUIVALENT LENGTHS OF PIPE FOR FRICTION LOSS IN VALVES AND THREADED FITTINGS (feet) |
| 1072 | FIGURE CF103.3(5)—FRICTION LOSS IN FAIRLY SMOOTH PIPEa TABLE CF103.3(6)—PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEa (feet) |
| 1073 | TABLE CF103.3(6)—PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEa (feet)—continued FIGURE CF103.3(6)—FRICTION LOSS IN FAIRLY ROUGH PIPEa |
| 1074 | FIGURE CF103.3(7)—FRICTION LOSS IN ROUGH PIPEa |
| 1077 | TABLE CF103.3.1(1)—SUMMATION OF DEVELOPED PIPING LENGTHS TABLE CF103.3.1(2)—FITTING PRESSURE LOSSES EXPRESSED IN EQUIVALENT LENGTHS (formerly Table AP.1) TABLE CF103.3.1(3)—TOTAL FRICTION LOSS EQUIVALENT PIPING LENGTH (formerly Table AP.2) SECTION CF201—SELECTION OF PIPE SIZE |
| 1078 | TABLE CF201.1—MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.) |
| 1081 | APPENDIX CG NONSEWERED SANITATION SYSTEMS CG101—GENERAL CG102—DEFINITIONS CG103—INSTALLATION CG104—MANUAL REQUIRED CG105—SYSTEM OUTPUT CG106—REFERENCED STANDARDS |
| 1082 | TABLE CG106.1—REFERENCED STANDARDS |
| 1083 | APPENDIX CH PRIVATE SEWAGE DISPOSAL SECTION CH101—GENERAL |
| 1084 | APPENDIX NA RESERVED |
| 1085 | APPENDIX NB (RB) SOLAR-READY PROVISIONS—DETACHED ONE- AND TWO-FAMILY DWELLINGS AND TOWNHOUSES SECTION NB101 (RB101)—SCOPE SECTION NB102 (RB102)—GENERAL DEFINITION SECTION NB103 (RB103)—SOLAR-READY ZONE |
| 1086 | APPENDIX NC (RC) ZERO NET ENERGY RESIDENTIAL BUILDING PROVISIONS SECTION NC101 (RC101)—COMPLIANCE SECTION NC102 (RC102)—GENERAL DEFINITIONS SECTION NC103 (RC103)—ZERO NET ENERGY RESIDENTIAL BUILDINGS |
| 1087 | TABLE NC103.5 (RC103.5)—MAXIMUM ENERGY RATING INDEX SECTION NC104 (RC104)—REFERENCED STANDARDS TABLE NC104.1 (RC104.1)—REFERENCED STANDARDS |
| 1088 | APPENDIX ND (RD) ELECTRIC ENERGY STORAGE PROVISIONS SECTION ND101 (RD101)—SCOPE SECTION ND102 (RD102)—GENERAL DEFINITION SECTION ND103 (RD103)—ELECTRICAL ENERGY STORAGE |
| 1089 | APPENDIX NE (RE) ELECTRIC VEHICLE CHARGING INFRASTRUCTURE SECTION NE101 (RE101)—ELECTRIC VEHICLE POWER TRANSFER |
| 1091 | APPENDIX NF (RF) ALTERNATIVE BUILDING THERMAL ENVELOPE INSULATION R-VALUE OPTIONS SECTION NF101 (RF101)—GENERAL SECTION NF102 (RF102)—ABOVE-GRADE WALL ASSEMBLIES |
| 1092 | TABLE NF102.1 (RF102.1)—ASSEMBLY U-FACTORS FOR WOOD-FRAMED WALLSa, b, c, d, e, f |
| 1093 | TABLE NF102.1 (RF102.1)—ASSEMBLY U-FACTORS FOR WOOD-FRAMED WALLSa, b, c, d, e, f—continued |
| 1094 | TABLE NF102.1 (RF102.1)—ASSEMBLY U-FACTORS FOR WOOD-FRAMED WALLSa, b, c, d, e, f—continued |
| 1095 | TABLE NF102.1 (RF102.1)—ASSEMBLY U-FACTORS FOR WOOD-FRAMED WALLSa, b, c, d, e, f—continued |
| 1096 | SECTION NF103 (RF103)—ROOF AND CEILING ASSEMBLIES—RESERVED SECTION NF104 (RF104)—FLOOR ASSEMBLIES—RESERVED SECTION NF105 (RF105)—BASEMENT AND CRAWL SPACE WALLS TABLE NF105.1 (RF105.1)—U-FACTORS FOR BASEMENT AND CRAWL SPACE WALLSa |
| 1097 | TABLE NF105.1 (RF105.1)—U-FACTORS FOR BASEMENT AND CRAWL SPACE WALLSa—continued SECTION NF106 (RF106)—SLABS-ON-GRADE TABLE NF106.1 (RF106.1)—F-FACTORS FOR SLABS-ON-GRADEa, b, c, d, e, f |
| 1098 | TABLE NF106.1 (RF106.1)—F-FACTORS FOR SLABS-ON-GRADEa, b, c, d, e, f—continued |
| 1099 | APPENDIX NG (RG) 2024 IECC STRETCH CODE SECTION NG101 (RG101)—COMPLIANCE |
| 1100 | TABLE NG101.2 (RG101.2) (N1106.5)—MAXIMUM ENERGY RATING INDEX |
| 1101 | APPENDIX NH (RH) OPERATIONAL CARBON RATING AND ENERGY REPORTING SECTION NH101 (RH101)—GENERAL DEFINITIONS SECTION NH102 (RH102)—COMPLIANCE |
| 1103 | APPENDIX NI (RI) ON-SITE RENEWABLE ENERGY SECTION NI101 (RI101)—GENERAL SECTION NI102 (RI102)—GENERAL DEFINITIONS SECTION NI103 (RI103)—ON-SITE RENEWABLE ENERGY |
| 1104 | TABLE NI103.1.1.1 (RI103.1.1.1)—PERFORMANCE CRITERIA FOR STANDARD REFERENCE DESIGN PHOTOVOLTAIC SYSTEMS TABLE NI103.1.2 (RI103.1.2)—MAXIMUM ENERGY RATING INDEX INCLUDING OPP |
| 1105 | APPENDIX NJ (RJ) DEMAND RESPONSIVE CONTROLS SECTION NJ101 (RJ101)—DEMAND RESPONSIVE WATER HEATING TABLE NJ101.1 (RJ101.1)—DEMAND RESPONSIVE CONTROLS FOR WATER HEATING SECTION NJ102 (RJ102)—REFERENCED STANDARDS TABLE NJ102.1 (RJ102.1)—REFERENCED STANDARDS |
| 1106 | APPENDIX NK (RK) ELECTRIC-READY RESIDENTIAL BUILDING PROVISIONS SECTION NK101 (RK101)—ELECTRIC READINESS |
| 1107 | APPENDIX NL (RL) RENEWABLE ENERGY INFRASTRUCTURE SECTION NL101 (RL101)—RENEWABLE ENERGY INFRASTRUCTURE |
| 1109 | INDEX |
| 1118 | RESOURCE A ALL-ELECTRIC RESIDENTIAL BUILDINGS SECTION A101 (RRA101)—GENERAL SECTION A102 (RRA102)—GENERAL DEFINITIONS SECTION A103 (RRA103)—ALL-ELECTRIC RESIDENTIAL BUILDINGS |
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