NJ ResidentialCode 2021 1stptg
$75.83
International Residential Code, New Jersey Edition
| Published By | Publication Date | Number of Pages |
| NJ | 2021 |
Fully integrated custom code based on the 2021 International Residential Code. Effective March 2023.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2021 INTERNATIONAL RESIDENTIAL CODE® NEW JERSEY EDITION |
| 2 | 2021 INTERNATIONAL RESIDENTIAL CODE® NEW JERSEY EDITION |
| 3 | COPYRIGHT |
| 4 | PREFACE |
| 8 | EFFECTIVE USE OF THE INTERNATIONAL RESIDENTIAL CODE |
| 10 | ARRANGEMENT AND FORMAT OF THE 2021 IRC |
| 22 | TABLE OF CONTENTS |
| 28 | PART I – ADMINISTRATIVE CHAPTER 1 SCOPE AND ADMINISTRATION DELETED |
| 30 | PART II – DEFINITIONS CHAPTER 2 DEFINITIONS SECTION R201 GENERAL SECTION R202 DEFINITIONS |
| 48 | PART III – BUILDING PLANNING AND CONSTRUCTION CHAPTER 3 BUILDING PLANNING SECTION R300 HEIGHT AND AREA LIMITATIONS SECTION R301 DESIGN CRITERIA |
| 50 | TABLE R301.2 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA |
| 51 | FIGURE R301.2(1) WEATHERING PROBABILITY MAP FOR CONCRETEa, b |
| 52 | FIGURE R301.2(2) ULTIMATE DESIGN WIND SPEEDS |
| 53 | FIGURE R301.2(3) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb/ft2) |
| 54 | FIGURE R301.2(4) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb/ft2) |
| 55 | FIGURE R301.2.1 COMPONENT AND CLADDING PRESSURE ZONES |
| 56 | TABLE R301.2.1(1) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf)a, b, c, d, e, f, g |
| 57 | TABLE R301.2.1(1)—continued COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf) a, b, c, d, e, f, g |
| 58 | TABLE R301.2.1(1)—continued COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf) a, b, c, d, e, f, g |
| 59 | TABLE R301.2.1(2) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR Table R301.2.1(1) 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 |
| 60 | FIGURE R301.2.1.1 REGIONS WHERE WIND DESIGN IS REQUIRED |
| 62 | SECTION R302 FIRE-RESISTANT CONSTRUCTION |
| 63 | TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) |
| 64 | TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSb, c TABLE R302.1(1) EXTERIOR WALLS |
| 65 | TABLE R302.1(2) EXTERIOR WALLS—DWELLINGS WITH FIRE SPRINKLERS |
| 67 | TABLE R302.6 DWELLING-GARAGE SEPARATION |
| 69 | SECTION R303 LIGHT, VENTILATION AND HEATING |
| 71 | SECTION R304 MINIMUM ROOM AREAS SECTION R305 CEILING HEIGHT SECTION R306 SANITATION SECTION R307 TOILET, BATH AND SHOWER SPACES SECTION R308 GLAZING |
| 72 | TABLE R308.3.1(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201 TABLE R308.3.1(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 |
| 73 | FIGURE R308.4.7 HAZARDOUS GLAZING LOCATIONS AT BOTTOM STAIR LANDINGS |
| 74 | SECTION R309 GARAGES AND CARPORTS |
| 75 | SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS |
| 76 | SECTION R311 MEANS OF EGRESS |
| 79 | SECTION R312 GUARDS AND WINDOW FALL PROTECTION |
| 80 | SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS SECTION R314 SMOKE ALARMS |
| 81 | SECTION R315 CARBON MONOXIDE ALARMS |
| 82 | SECTION R316 FOAM PLASTIC |
| 84 | SECTION R317 PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY |
| 85 | SECTION R318 PROTECTION AGAINST SUBTERRANEAN TERMITES SECTION R319 SITE ADDRESS |
| 86 | FIGURE R318.4 TERMITE INFESTATION PROBABILITY MAP |
| 87 | SECTION R320 ACCESSIBILITYDELETED SECTION R321 ELEVATORS AND PLATFORM LIFTS DELETED SECTION R322 FLOOD-RESISTANT CONSTRUCTION |
| 89 | SECTION R323 STORM SHELTERS DELETED SECTION R324 SOLAR ENERGY SYSTEMS |
| 90 | SECTION R325 MEZZANINES |
| 91 | SECTION R326 HABITABLE ATTICS DELETED SECTION R327 SWIMMING POOLS, SPAS AND HOT TUBS |
| 92 | SECTION R328 ENERGY STORAGE SYSTEMS |
| 93 | SECTION R329 STATIONARY ENGINE GENERATORS SECTION R330 STATIONARY FUEL CELL POWER SYSTEMS |
| 94 | CHAPTER 4 FOUNDATIONS SECTION R401 GENERAL TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa SECTION R402 MATERIALS |
| 95 | TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SECTION R403 FOOTINGS |
| 96 | TABLE R403.1(1) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION (inches)a, b, c, d |
| 97 | TABLE R403.1(2) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION WITH BRICK VENEER OR LATH AND PLASTER (inches)a, b, c, d |
| 98 | TABLE R403.1(3) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS WITH CAST-IN-PLACE CONCRETE OR PARTIALLY GROUTED MASONRY WALL CONSTRUCTION (inches)a, b, c, d |
| 99 | FIGURE R403.1(1) PLAIN CONCRETE FOOTINGS WITH MASONRY AND CONCRETE STEM WALLS IN SEISMIC DESIGN CATEGORIES A, B AND Ca, b, c, d, e, f |
| 100 | FIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION |
| 102 | FIGURE R403.1.3 REINFORCED CONCRETE FOOTINGS AND MASONRY AND CONCRETE STEM WALLS IN SDC D0, D1 AND D2a, b, c, d, e, f |
| 104 | FIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES |
| 106 | FIGURE R403.3(1) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS |
| 107 | FIGURE R403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD |
| 108 | TABLE R403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGSa TABLE R403.3(2) AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY |
| 109 | TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY |
| 110 | TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY |
| 111 | TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY |
| 112 | TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY |
| 113 | TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY FIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE |
| 114 | FIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE SECTION R404 FOUNDATION AND RETAINING WALLS |
| 115 | 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 |
| 116 | TABLE R403.4 MINIMUM DEPTH (D) AND WIDTH (W) OF CRUSHED STONE FOOTINGSa, b (inches) TABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLSa, b |
| 117 | TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLSf |
| 118 | TABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 5 INCHESa, c, f |
| 119 | TABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 6.75 INCHESa, c, f |
| 120 | TABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 8.75 INCHESa, c, f |
| 121 | TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, g, h, i, j, k |
| 122 | TABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i, j |
| 123 | TABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i, j |
| 124 | TABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, g, h, i, j |
| 125 | TABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, f, h, i, j, k |
| 126 | TABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLSb, c, d, e, g, h, i, j |
| 127 | TABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10- AND 12-INCH NOMINAL FLAT BASEMENT WALLSb, c, d, e, f, h, i, k, n, o |
| 128 | TABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND ALTERNATE GRADE OF STEELa, b, c |
| 133 | FIGURE R404.1.5.3 FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS |
| 135 | TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure) SECTION R405 FOUNDATION DRAINAGE DELETED SECTION R406 DAMPPROOFING AND WATERPROOFING |
| 136 | TABLE R406.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM |
| 137 | SECTION R407 COLUMNS |
| 138 | SECTION R408 UNDER-FLOOR SPACE |
| 140 | CHAPTER 5 FLOORS SECTION R501 GENERAL SECTION R502 WOOD FLOOR FRAMING |
| 141 | FIGURE R502.2 FLOOR CONSTRUCTION |
| 142 | TABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)a |
| 143 | TABLE R502.3.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)a |
| 144 | TABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)b |
| 145 | TABLE R502.3.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)b |
| 146 | TABLE R502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLYa, b, c, f, g, h(Floor live load ≤ 40 psf, roof live load ≤ 20 psf) |
| 147 | TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONYa, b, e, f |
| 148 | FIGURE R502.8 CUTTING, NOTCHING AND DRILLING |
| 149 | SECTION R503 FLOOR SHEATHING TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING |
| 150 | TABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENTa, b, c TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDEDPLY WOOD COMBINATION SUBFLOOR UNDERLAYMENTa |
| 151 | SECTION R504 PRESSURE PRESERVATIVE-TREATED WOOD FLOORS (ON GROUND) SECTION R505 COLD-FORMED STEEL FLOOR FRAMING |
| 152 | TABLE R505.3.1(1) FLOOR-TO-FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTSa, b |
| 153 | TABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa FIGURE R505.3.1(1) FLOOR-TO-EXTERIOR LOAD-BEARING WALL STUD CONNECTION |
| 154 | FIGURE R505.3.1(2) FLOOR-TO-WOOD-SILL CONNECTIONFor SI: 1 mil = 0.0254 mm, 1 inch = 25.4 mm.FIGURE R505.3.1(3)FLOOR-TO- FIGURE R505.3.1(3) FLOOR-TO-FOUNDATION CONNECTION |
| 155 | FIGURE R505.3.1(4) CANTILEVERED FLOOR-TO-FOUNDATION CONNECTION FIGURE R505.3.1(5) CANTILEVERED FLOOR-TO-WOOD-SILL CONNECTION |
| 156 | FIGURE R505.3.1(6) CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION FIGURE R505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL |
| 157 | FIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL FIGURE R505.3.1(9) BEARING STIFFENERS FOR END JOISTS |
| 158 | TABLE R505.3.2 ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—SINGLE OR CONTINUOUS SPANSa, b, c, d, e, f |
| 159 | FIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID) FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP) |
| 160 | FIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS SECTION R506 CONCRETE FLOORS (ON GROUND) |
| 161 | FIGURE R505.3.4(2) BEARING STIFFENER FIGURE R505.3.7 TRACK SPLICE |
| 162 | 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 |
| 163 | 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 |
| 164 | SECTION R507 EXTERIOR DECKS |
| 165 | TABLE R507.2.3 FASTENER AND CONNECTOR SPECIFICATIONS FOR DECKSa, b FIGURE R507.3 DECK POSTS TO DECK FOOTING CONNECTION |
| 166 | TABLE R507.3.1 MINIMUM FOOTING SIZE FOR DECKS |
| 167 | TABLE R507.4 DECK POST HEIGHT |
| 168 | TABLE R507.4—continued DECK POST HEIGHT |
| 169 | FIGURE R507.5 TYPICAL DECK JOIST SPANS |
| 170 | TABLE R507.5(1) MAXIMUM DECK BEAM SPAN—40 PSF LIVE LOADc |
| 171 | TABLE R507.5(2) MAXIMUM DECK BEAM SPAN—50 PSF GROUND SNOW LOADc |
| 172 | TABLE R507.5(3)MAXIMUM DECK BEAM SPAN—60 PSF GROUND SNOW LOADc |
| 173 | TABLE R507.5(4) MAXIMUM DECK BEAM SPAN—70 PSF GROUND SNOW LOADc |
| 174 | TABLE R507.5(5) JOIST SPAN FACTORS FOR CALCULATING EFFECTIVE DECK JOIST SPAN[for use with Note j in Tables R507.5(1), R507.5(2), R507.5(3) and R507.5(4)] FIGURE R507.5.1(1) DECK BEAM TO DECK POST |
| 175 | FIGURE R507.5.1(2) NOTCHED POST-TO-BEAM CONNECTION |
| 176 | FIGURE R507.6 TYPICAL DECK JOIST SPANS |
| 177 | TABLE R507.6 MAXIMUM DECK JOIST SPANS |
| 178 | TABLE R507.6—continued MAXIMUM DECK JOIST SPANS TABLE R507.7 MAXIMUM JOIST SPACING FOR WOOD DECKING |
| 179 | TABLE R507.9.1.3(1) DECK LEDGER CONNECTION TO BAND JOIST |
| 180 | TABLE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS FIGURE R507.9.1.3(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FIGURE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS |
| 181 | FIGURE R507.9.2(1) DECK ATTACHMENT FOR LATERAL LOADS FIGURE R507.9.2(2) DECK ATTACHMENT FOR LATERAL LOADS |
| 184 | CHAPTER 6 WALL CONSTRUCTION SECTION R601 GENERAL SECTION R602 WOOD WALL FRAMING |
| 186 | TABLE R602.3(1) FASTENING SCHEDULE |
| 187 | TABLE R602.3(1)—continued FASTENING SCHEDULE |
| 188 | TABLE R602.3(1)—continuedFASTENING SCHEDULE |
| 189 | TABLE R602.3(1)—continued FASTENING SCHEDULE |
| 190 | TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) |
| 191 | TABLE R602.3(2)—continued ALTERNATE ATTACHMENTS TO TABLE R602.3(1) 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 |
| 192 | TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDSa TABLE R602.3(6) ALTERNATE WOOD BEARING WALL STUD SIZE, HEIGHT AND SPACING |
| 193 | FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING |
| 194 | FIGURE R602.3(2)FRAMING DETAILS |
| 195 | TABLE R602.3.2 SINGLE TOP-PLATE SPLICE CONNECTION DETAILS FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING |
| 196 | FIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS |
| 197 | FIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS |
| 198 | TABLE R602.7.5 MINIMUM NUMBER OF FULL-HEIGHT STUDS AT EACH END OF HEADERS IN EXTERIOR WALLSa |
| 199 | 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) |
| 200 | TABLE R602.7(1)—continued 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) |
| 201 | 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) |
| 202 | FIGURE R602.7.1(1) SINGLE-MEMBER HEADER IN EXTERIOR BEARING WALL FIGURE R602.7.1(2) ALTERNATIVE SINGLE-MEMBER HEADER WITHOUT CRIPPLE FIGURE R602.7.2 RIM BOARD HEADER CONSTRUCTION |
| 203 | TABLE R602.7.3 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa |
| 204 | FIGURE R602.10.1.1 BRACED WALL LINES TABLE R602.10.1.3 BRACED WALL LINE SPACING |
| 205 | FIGURE R602.10.1.4 ANGLED WALLS |
| 206 | FIGURE R602.10.2.2 LOCATION OF BRACED WALL PANELS |
| 207 | TABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED |
| 208 | TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED |
| 209 | TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED |
| 210 | TABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING |
| 211 | TABLE R602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY |
| 212 | TABLE R602.10.3(3)—continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY |
| 213 | TABLE R602.10.3(3)—continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY |
| 214 | TABLE R602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING |
| 216 | TABLE R602.10.4 BRACING METHODS |
| 217 | TABLE R602.10.4—continued BRACING METHODS |
| 219 | TABLE R602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS |
| 220 | FIGURE R602.10.5 BRACED WALL PANELS WITH CONTINUOUS SHEATHING TABLE R602.10.5.2 PARTIAL CREDIT FOR BRACED WALL PANELS LESS THAN 48 INCHES IN ACTUAL LENGTH TABLE R602.10.6.1 MINIMUM HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS |
| 221 | FIGURE R602.10.6.1 METHOD ABW—ALTERNATE BRACED WALL PANEL FIGURE R602.10.6.2 METHOD PFH—PORTAL FRAME WITH HOLD-DOWNS |
| 222 | FIGURE R602.10.6.3 METHOD PFG—PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C |
| 223 | TABLE R602.10.6.4 TENSION STRAP CAPACITY FOR RESISTING WIND PRESSURES PERPENDICULAR TO METHODS PFH, PFG AND CS-PF BRACED WALL PANELSa |
| 224 | FIGURE R602.10.6.4 METHOD CS-PF—CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION |
| 225 | FIGURE R602.10.6.5.2 METHOD BV-WSP—WALL BRACING FOR DWELLINGS WITH STONE ANDMASONRY VENEER IN SEISMIC DESIGN CATEGORIES D0, D1 and D2 |
| 226 | TABLE R602.10.6.5.4 METHOD BV-WSP WALL BRACING REQUIREMENTSd |
| 227 | TABLE R602.10.6.5.4—continued METHOD BV-WSP WALL BRACING REQUIREMENTSd |
| 228 | FIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING |
| 229 | FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING |
| 230 | FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING FIGURE R602.10.8.2(1) BRACED WALL PANEL CONNECTIONTO PERPENDICULAR RAFTERS FIGURE R602.10.8.2(2) BRACED WALL PANEL CONNECTION OPTION TOPERPENDICULAR RAFTERS OR ROOF TRUSSES |
| 231 | FIGURE R602.10.8.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES |
| 232 | FIGURE R602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS |
| 234 | FIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION FIGURE R602.12.1 RECTANGLE CIRCUMSCRIBING AN ENCLOSED BUILDING |
| 235 | FIGURE R602.12.5 BRACING UNIT DISTRIBUTION |
| 236 | TABLE R602.12.4 MINIMUM NUMBER OF BRACING UNITS ON EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE |
| 237 | SECTION R603 COLD-FORMED STEEL WALL FRAMING |
| 238 | TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa, b |
| 239 | FIGURE R603.3.1(1) WALL TO FLOOR CONNECTION FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION |
| 240 | FIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION FIGURE R603.3.1(4) WIND UPLIFT CONNECTOR |
| 241 | 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 |
| 242 | TABLE R603.3.2(1) WALL FASTENING SCHEDULEa TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d |
| 243 | TABLE R603.3.2(3) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d |
| 244 | TABLE R603.3.2(4) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d |
| 245 | TABLE R603.3.2(5) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d |
| 246 | TABLE R603.3.2(6) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d |
| 247 | TABLE R603.3.2(7) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d |
| 248 | TABLE R603.3.2(8) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d |
| 249 | TABLE R603.3.2(9) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d |
| 250 | TABLE R603.3.2(10) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d |
| 251 | TABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d |
| 252 | TABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d |
| 253 | TABLE R603.3.2(13) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d |
| 254 | TABLE R603.3.2(14) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d |
| 255 | TABLE R603.3.2(15) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d |
| 256 | TABLE R603.3.2(16) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d |
| 257 | TABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa, b, c, d |
| 258 | TABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa, b, c, d |
| 259 | FIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY FIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL |
| 260 | FIGURE R603.3.5 TRACK SPLICE FIGURE R603.4 CORNER FRAMING |
| 261 | TABLE R603.6(1) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Onlya, b, d |
| 262 | TABLE R603.6(2) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Onlya, b, d |
| 263 | TABLE R603.6(3) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceilinga, b, d |
| 264 | TABLE R603.6(4) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceilinga, b, d |
| 265 | TABLE R603.6(5) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceilinga, b, d |
| 266 | TABLE R603.6(6) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceilinga, b, d |
| 267 | FIGURE R603.6(1) BOX BEAM HEADER FIGURE R603.6(2) BACK-TO-BACK HEADER |
| 268 | FIGURE R603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL FIGURE R603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL |
| 269 | 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 |
| 270 | FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN TABLE R603.9.2(1) MINIMUM PERCENTAGE OF FULL-HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLSa, b |
| 271 | TABLE R603.9.2(2) FULL-HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS SECTION R604 WOOD STRUCTURAL PANELS |
| 272 | FIGURE R603.9.4.2 CORNER STUD HOLD-DOWN DETAIL SECTION R605 PARTICLEBOARD SECTION R606 GENERAL MASONRY CONSTRUCTION |
| 273 | 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 |
| 274 | 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 |
| 275 | 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 |
| 276 | 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 |
| 277 | TABLE R606.2.8 MORTAR PROPORTIONSa, b TABLE R606.2.12 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION |
| 278 | TABLE R606.3.4.1 MINIMUM CORROSION PROTECTION |
| 279 | TABLE R606.3.5.1 GROUT SPACE DIMENSIONS AND POUR HEIGHTS |
| 280 | TABLE R606.6.4 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS |
| 281 | TABLE R606.9 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY |
| 283 | FIGURE R606.11(1) ANCHORAGE REQUIREMENTS FOR MASONRY WALLS LOCATED IN SEISMIC DESIGN CATEGORY A, B OR C AND WHERE WIND LOADS ARE LESS THAN 30 PSF |
| 284 | FIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C |
| 285 | FIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1 OR D2 TABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES |
| 286 | TABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDINGS ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1 |
| 287 | 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 |
| 288 | SECTION R607 GLASS UNIT MASONRY |
| 289 | FIGURE R607.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE SECTION R608 EXTERIOR CONCRETE WALL CONSTRUCTION |
| 291 | TABLE R608.3 DIMENSIONAL REQUIREMENTS FOR WALLSa FIGURE R608.3(1) FLAT WALL SYSTEM FIGURE R608.3(2) WAFFLE-GRID WALL SYSTEM FIGURE R608.3(1) FLAT WALL SYSTEM FIGURE R608.3(2) WAFFLE-GRID WALL SYSTEM |
| 292 | FIGURE R608.3(3) SCREEN-GRID WALL SYSTEM |
| 293 | TABLE R608.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS FIGURE R608.5.4(1) LAP SPLICES |
| 294 | FIGURE R608.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION FIGURE R608.5.4(3) STANDARD HOOKS |
| 296 | TABLE R608.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND ALTERNATIVE GRADE OF STEEL |
| 297 | FIGURE R608.6(1) ABOVE-GRADE CONCRETE WALL CONSTRUCTION ONE STORY FIGURE R608.6(2) ABOVE-GRADE CONCRETE WALL CONSTRUCTION CONCRETE FIRST STORY AND LIGHT-FRAME SECOND STORY |
| 298 | FIGURE R608.6(3) ABOVE-GRADE CONCRETE WALL CONSTRUCTION TWO-STORY FIGURE R608.6(4) ABOVE-GRADE CONCRETE WALL SUPPORTED ON MONOLITHIC SLAB-ON-GROUND FOOTING |
| 299 | TABLE R608.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS |
| 300 | TABLE R608.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLSa, b, c, d, e |
| 301 | TABLE R608.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLSa, b, c, d, e |
| 302 | TABLE R608.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLSa, b, c, d, e, k |
| 303 | TABLE R608.6(4)—continued MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLSa, b, c, d, e, k |
| 304 | EQUATION R6-2 EQUATION R6-1 EQUATION R6-2 |
| 305 | TABLE R608.7.1.1(1) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALLFOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORYa, c, d, e, f, g TABLE R608.7.1.1(1) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORYa, c, d, e, f, g |
| 306 | TABLE R608.7.1.1(1)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALLFOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORYa, c, d, e, f, g TABLE R608.7.1.1(1)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORYa, c, d, e, f, g |
| 307 | TABLE R608.7.1.1(2) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALLFOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORYa, c, d, e, f, g 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 |
| 308 | TABLE R608.7.1.1(2)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORYa, c, d, e, f, g |
| 309 | TABLE 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 |
| 310 | TABLE R608.7.1.1(3)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa, c, d, e, f, g |
| 311 | TABLE R608.7.1.1(4) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEETa |
| 312 | TABLE R608.7.1.1(5) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEETa, b |
| 313 | TABLE R608.7.1.1(6) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLSa, c |
| 314 | FIGURE R608.7.1.1(1) MINIMUM SOLID WALL LENGTH |
| 315 | FIGURE R608.7.1.1(2) VERTICAL REINFORCEMENT LAYOUT DETAIL |
| 316 | FIGURE R608.7.1.1(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS |
| 318 | FIGURE R608.8(1) REINFORCEMENT OF OPENINGS FIGURE R608.8(2) LINTEL FOR FLAT WALLS |
| 319 | FIGURE R608.8(3) LINTELS FOR WAFFLE-GRID WALLS |
| 320 | FIGURE R608.8(4) LINTELS FOR SCREEN-GRID WALLS |
| 321 | TABLE R608.8(1) LINTEL DESIGN LOADING CONDITIONSa, b, d |
| 322 | 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 |
| 323 | TABLE R608.8(2)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET |
| 324 | 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 |
| 325 | TABLE R608.8(3)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET |
| 326 | 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 |
| 327 | TABLE R608.8(4)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET |
| 328 | 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 |
| 329 | TABLE R608.8(5)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET |
| 330 | 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 |
| 331 | TABLE R608.8(6)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET |
| 332 | 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 |
| 333 | TABLE R608.8(7)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET |
| 334 | 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 |
| 335 | TABLE R608.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g |
| 336 | TABLE R608.8(9)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g 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 |
| 338 | FIGURE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 339 | TABLE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b |
| 340 | FIGURE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL |
| 341 | TABLE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b |
| 342 | FIGURE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 343 | TABLE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e |
| 344 | FIGURE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 345 | TABLE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e |
| 346 | FIGURE R608.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 347 | TABLE R608.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c |
| 348 | FIGURE R608.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL |
| 349 | TABLE R608.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b, c |
| 350 | FIGURE R608.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 351 | TABLE R608.9(7) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e |
| 352 | FIGURE R608.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 353 | TABLE R608.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e |
| 354 | FIGURE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 355 | TABLE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e |
| 356 | FIGURE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 357 | TABLE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e |
| 358 | FIGURE R608.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 359 | TABLE R608.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e |
| 360 | FIGURE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 361 | TABLE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e SECTION R609 EXTERIOR WINDOWS AND DOORS |
| 363 | SECTION R610 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION |
| 364 | FIGURE R609.7.2(1) THROUGH THE FRAME FIGURE R609.7.2(2) FRAME CLIP FIGURE R609.7.2(3) THROUGH THE FRAME FIGURE R609.7.2(4) FRAME CLIP |
| 365 | FIGURE R609.7.2(5) THROUGH THE FLANGE FIGURE R609.7.2(6) THROUGH THE FLANGE FIGURE R609.7.2(7) FRAME CLIP FIGURE R609.7.2(8) THROUGH THE FLANGE |
| 366 | FIGURE R610.4 SIP WALL PANEL |
| 367 | TABLE R610.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY (inches)a |
| 368 | TABLE R610.5(2) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF ONLY (inches)a |
| 369 | FIGURE R610.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS FIGURE R610.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS |
| 370 | FIGURE R610.5(4) SIP WALL-TO-WALL PLATFORM FRAME CONNECTION |
| 371 | FIGURE R610.5(5) SIP WALL-TO-WALL HANGING FLOOR FRAME CONNECTION(I-Joist floor shown for Illustration only) |
| 372 | FIGURE R610.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT FIGURE R610.5.4 SIP CORNER FRAMING DETAIL |
| 373 | FIGURE R610.8 TYPICAL SIP WALL PANEL-TO-PANEL CONNECTION DETAILS |
| 374 | TABLE R610.8 MAXIMUM SPANS FOR 117/8-INCH OR DEEPER SIP HEADERS (feet)a, c, d |
| 376 | CHAPTER 7 WALL COVERING SECTION R701 GENERAL SECTION R702 INTERIOR COVERING TABLE R702.1(1) THICKNESS OF PLASTER |
| 377 | TABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME |
| 379 | TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS |
| 380 | TABLE R702.3.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES TABLE R702.4.2 BACKER BOARD MATERIALS |
| 381 | TABLE R702.7(1) VAPOR RETARDER MATERIALS AND CLASSES TABLE R702.7(2) VAPOR RETARDER OPTIONS TABLE R702.7(3) CLASS III VAPOR RETARDERS |
| 382 | TABLE R702.7(4) CONTINUOUS INSULATION WITH CLASS II VAPOR RETARDER SECTION R703 EXTERIOR COVERING |
| 383 | TABLE R703.3(2) SCREW FASTENER SUBSTITUTION FOR SIDING ATTACHMENT TO COLD-FORMED STEEL LIGHT FRAME CONSTRUCTIONa, b, c, d, e |
| 384 | TABLE R703.3(1) SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS |
| 385 | TABLE R703.3(1)—continued SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS |
| 386 | 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 |
| 387 | TABLE R703.6.1 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa, b, c(Dimensions are in inches) |
| 388 | TABLE R703.6.3(1) SINGLE-COURSE SIDEWALL FASTENERS TABLE R703.6.3(2) DOUBLE-COURSE SIDEWALL FASTENERS |
| 390 | FIGURE R703.8(1) TYPICAL MASONRY VENEER WALL DETAILSd |
| 391 | FIGURE R703.8(2) TYPICAL MASONRY VENEER WALL DETAILSe |
| 392 | 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 |
| 393 | FIGURE R703.8.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES |
| 395 | 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 FIGURE R703.8.3.2 MASONRY VENEER OPENING |
| 396 | TABLE R703.8.4(1) TIE ATTACHMENT AND AIRSPACE REQUIREMENTS |
| 397 | TABLE R703.8.4(2) REQUIRED BRICK TIE SPACING FOR DIRECT APPLICATION TOWOOD STRUCTURAL PANEL SHEATHINGa, b, c |
| 399 | TABLE R703.11.2 REQUIRED MINIMUM WIND LOAD DESIGN PRESSURE RATING FOR VINYL SIDING INSTALLED OVER FOAM PLASTIC SHEATHING ALONE |
| 400 | TABLE R703.15.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa |
| 401 | TABLE R703.15.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa, b |
| 402 | 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 |
| 403 | SECTION R704 SOFFITS FIGURE R704.2.1(1) TYPICAL SINGLE-SPAN VINYL SOFFIT PANEL SUPPORT |
| 404 | FIGURE R704.2.1(2) TYPICAL DOUBLE-SPAN VINYL SOFFIT PANEL SUPPORT |
| 405 | TABLE R704.3.4 PRESCRIPTIVE ALTERNATIVE FOR WOOD STRUCTURAL PANEL SOFFIT b, c, d, e |
| 406 | CHAPTER 8 ROOF-CEILING CONSTRUCTION SECTION R801 GENERAL SECTION R802 WOOD ROOF FRAMING |
| 408 | TABLE R802.4.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180) |
| 409 | TABLE R802.4.1(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180) |
| 410 | TABLE R802.4.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240) |
| 411 | TABLE R802.4.1(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240) |
| 412 | TABLE R802.4.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180) |
| 413 | TABLE R802.4.1(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180) |
| 414 | TABLE R802.4.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240) |
| 415 | TABLE R802.4.1(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240) |
| 416 | TABLE R802.4.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180) |
| 417 | TABLE R802.4.1(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180) |
| 418 | TABLE R802.4.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240) |
| 419 | TABLE R802.4.1(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240) |
| 420 | TABLE R802.4.1(7) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling not attached to rafters, L/Δ = 180) |
| 421 | TABLE R802.4.1(7)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling not attached to rafters, L/Δ = 180) |
| 422 | TABLE R802.4.1(8) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling attached to rafters, L/Δ = 240) |
| 423 | TABLE R802.4.1(8)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling attached to rafters, L/Δ = 240) |
| 424 | TABLE R802.4.1(9) RAFTER SPAN ADJUSTMENT FACTOR FIGURE R802.4.5 BRACED RAFTER CONSTRUCTION |
| 425 | TABLE R802.5.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 426 | TABLE R802.5.1(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 427 | TABLE R802.5.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240) |
| 428 | TABLE R802.5.1(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240) |
| 429 | TABLE R802.5.2(1) RAFTER/CEILING JOIST HEEL JOINT CONNECTIONSg |
| 430 | TABLE R802.5.2(2) HEEL JOINT CONNECTION ADJUSTMENT FACTORS |
| 431 | FIGURE R802.7.1.1 RAFTER NOTCH |
| 432 | FIGURE R802.7.1.2 CEILING JOIST TAPER CUT |
| 433 | TABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION)a, b, c, d, e, f, g, h |
| 434 | TABLE R802.11—continued RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION)a, b, c, d, e, f, g, h |
| 435 | SECTION R803 ROOF SHEATHING TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING SECTION R804 COLD-FORMED STEEL ROOF FRAMING |
| 436 | FIGURE R804.3 COLD-FORMED STEEL ROOF CONSTRUCTION |
| 437 | TABLE R804.3 ROOF FRAMING FASTENING SCHEDULEa, b |
| 438 | TABLE R804.3.1.1(1) CEILING JOIST SPANS 10 PSF LIVE LOAD (NO ATTIC STORAGE)a, b, c, d |
| 439 | TABLE R804.3.1.1(2) CEILING JOIST SPANS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c, d |
| 440 | TABLE R804.3.1.1(3) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTIONa FIGURE R804.3.1.1 JOIST TO RAFTER CONNECTION |
| 441 | FIGURE R804.3.1.3(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPED, TRACK OR COLD-ROLLED CHANNELFor SI: 1 foot = 304.8 mm.FIGURE R804.3.1.3(2)CEILING JOIST FIGURE R804.3.1.3(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING |
| 442 | FIGURE R804.3.1.4 SPLICED CEILING JOISTS |
| 443 | TABLE R804.3.2.1(1) ROOF RAFTER SPANSa, b, c, d TABLE R804.3.2.1(2) ULTIMATE DESIGN WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION |
| 444 | FIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS |
| 445 | FIGURE R804.3.2.4 RIDGE MEMBER CONNECTION |
| 446 | TABLE R804.3.2.4 SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR ROOF RAFTER TO RIDGE MEMBER CONNECTIONa FIGURE R804.3.5(1) ROOF OR CEILING OPENING |
| 447 | FIGURE R804.3.5(2) HEADER TO TRIMMER CONNECTION 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 |
| 448 | FIGURE R804.3.7.1(1) CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL FIGURE R804.3.7.1(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL |
| 449 | FIGURE R804.3.7.2 ROOF BLOCKING DETAIL |
| 450 | SECTION R805 CEILING FINISHES SECTION R806 ROOF VENTILATION |
| 452 | TABLE R806.5 INSULATION FOR CONDENSATION CONTROL SECTION R807 ATTIC ACCESS |
| 454 | CHAPTER 9 ROOF ASSEMBLIES SECTION R901 GENERAL SECTION R902 FIRE CLASSIFICATION SECTION R903 WEATHER PROTECTION |
| 455 | SECTION R904 MATERIALS SECTION R905 REQUIREMENTS FOR ROOF COVERINGS |
| 456 | TABLE R905.1.1(1) UNDERLAYMENT TYPES |
| 457 | TABLE R905.1.1(2) UNDERLAYMENT APPLICATION |
| 458 | TABLE R905.1.1(3) UNDERLAYMENT APPLICATION TABLE R905.2.4.1 CLASSIFICATION OF ASPHALT ROOF SHINGLES |
| 459 | TABLE R905.2.8.2 VALLEY LINING MATERIAL |
| 460 | TABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT |
| 461 | TABLE R905.4.4.1 CLASSIFICATION OF STEEP SLOPE METAL ROOF SHINGLES TESTED IN ACCORDANCE WITH ASTM D3161 TABLE R905.6.5 SLATE SHINGLE HEADLAP |
| 462 | TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS TABLE R905.7.5(1) WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE TABLE R905.7.5(2) NAIL REQUIREMENTS FOR WOOD SHAKES AND WOOD SHINGLES |
| 463 | TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE |
| 464 | TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS |
| 465 | TABLE R905.10.3(1) METAL ROOF COVERING STANDARDS TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS |
| 466 | TABLE R905.14.3 PROTECTIVE COATING MATERIAL STANDARDS TABLE R905.16.6 CLASSIFICATION OF PHOTOVOLTAIC SHINGLES |
| 467 | SECTION R906 ROOF INSULATION SECTION R907 ROOFTOP-MOUNTED PHOTOVOLTAIC PANEL SYSTEMS SECTION R908 REROOFING |
| 470 | CHAPTER 10 CHIMNEYS AND FIREPLACES SECTION R1001 MASONRY FIREPLACES |
| 471 | TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS |
| 472 | FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS |
| 474 | FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES SECTION R1002 MASONRY HEATERS SECTION R1003 MASONRY CHIMNEYS |
| 476 | TABLE R1003.14(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa |
| 477 | TABLE R1003.14(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES |
| 478 | FIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES |
| 479 | TABLE R1003.20 CRICKET DIMENSIONS FIGURE R1003.20 CHIMNEY CRICKET SECTION R1004 FACTORY-BUILT FIREPLACES SECTION R1005 FACTORY-BUILT CHIMNEYS |
| 480 | SECTION R1006 EXTERIOR AIR SUPPLY |
| 482 | PART IV – ENERGY CONSERVATION CHAPTER 11 [RE] ENERGY EFFICIENCY SECTION N1101 GENERAL |
| 485 | EQUATION 11-1 EQUATION 11-2 EQUATION 11-3 |
| 486 | FIGURE N1101.7 (R301.1) CLIMATE ZONES |
| 487 | TABLE N1101.7 (R301.1) CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 488 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 489 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 490 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 491 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 492 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 493 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 494 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 495 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 496 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 497 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 498 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 499 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 500 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 501 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 502 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 503 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 504 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 505 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 506 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 507 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 508 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 509 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 510 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 511 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 512 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 513 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 514 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 515 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 516 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 517 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 518 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 519 | TABLE N1101.7.2 (R301.3) THERMAL CLIMATE ZONE DEFINITIONS |
| 520 | 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 |
| 521 | SECTION N1102 (R402)BUILDING THERMAL ENVELOPE TABLE N1102.1.2 (R402.1.2) MAXIMUM ASSEMBLY U-FACTORSa AND FENESTRATION REQUIREMENTS |
| 522 | TABLE N1102.1.3 (R402.1.3) INSULATION MINIMUM R-VALUES AND FENESTRATION REQUIREMENTS BY COMPONENTa |
| 524 | TABLE N1102.2.6 (R402.2.6) STEEL-FRAME CEILING, WALL AND FLOOR INSULATION R-VALUES |
| 526 | TABLE N1102.4.1.1 (R402.4.1.1) AIR BARRIER, AIR SEALING AND INSULATION INSTALLATIONa |
| 527 | TABLE N1102.4.1.1 (R402.4.1.1)—continued AIR BARRIER AND INSULATION INSTALLATIONa |
| 528 | SECTION N1103 (R403) SYSTEMS |
| 531 | TABLE N1103.6.2 (R403.6.2) WHOLE-DWELLING MECHANICAL VENTILATION SYSTEM FAN EFFICACYa |
| 532 | SECTION N1104 (R404) ELECTRICAL POWER AND LIGHTING SYSTEMS SECTION N1105 (R405) TOTAL BUILDING PERFORMANCE TABLE N1105.2 (R405.2) REQUIREMENTS FOR TOTAL BUILDING PERFORMANCE |
| 534 | TABLE N1105.4.2(1) [R405.4.2(1)] SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS |
| 535 | TABLE N1105.4.2(1) [R405.4.2(1)]—continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS |
| 536 | TABLE N1105.4.2(1) [R405.4.2(1)]—continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS |
| 537 | TABLE N1105.4.2(1) [R405.4.2(1)]—continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS TABLE N1105.4.2(2) [R405.4.2(2)] DEFAULT DISTRIBUTION SYSTEM EFFICIENCIES FOR PROPOSED DESIGNSa |
| 538 | SECTION N1106 (R406) ENERGY RATING INDEX COMPLIANCE ALTERNATIVE EQUATION 11-4 TABLE N1106.2 (R406.2) REQUIREMENTS FOR ENERGY RATING INDEX |
| 539 | EQUATION 11-5 TABLE N1106.5 (R406.5) MAXIMUM ENERGY RATING INDEX |
| 540 | SECTION N1107 (R407) TROPICAL CLIMATE REGION COMPLIANCE PATH SECTION N1108 (R408) ADDITIONAL EFFICIENCY PACKAGE OPTIONS |
| 541 | SECTION N1109 (R501) EXISTING BUILDINGS—GENERAL DELETED SECTION N1110 (R502) ADDITIONS DELETED SECTION N1111 (R503) ALTERATIONS DELETED SECTION N1112 (R504) REPAIRS DELETED SECTION N1113 (R505) CHANGE OF OCCUPANCY OR USE DELETED |
| 542 | PART V – MECHANICAL CHAPTER 12 MECHANICAL ADMINISTRATION SECTION M1201 GENERAL SECTION M1202 EXISTING MECHANICAL SYSTEMS DELETED |
| 544 | CHAPTER 13 GENERAL MECHANICAL SYSTEM REQUIREMENTS SECTION M1301 GENERAL SECTION M1302 APPROVAL SECTION M1303 LABELING OF APPLIANCES SECTION M1304 TYPE OF FUEL |
| 545 | SECTION M1305 APPLIANCE ACCESS |
| 546 | SECTION M1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION SECTION M1307 APPLIANCE INSTALLATION |
| 547 | TABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTIONa, c, d, e, f, g, h, i, j, k, l |
| 548 | FIGURE M1306.1 REDUCED CLEARANCE DIAGRAM FIGURE M1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM |
| 549 | SECTION M1308 MECHANICAL SYSTEMS INSTALLATION |
| 550 | CHAPTER 14 HEATING AND COOLING EQUIPMENT AND APPLIANCES SECTION M1401 GENERAL SECTION M1402 CENTRAL FURNACES SECTION M1403 HEAT PUMP EQUIPMENT SECTION M1404 REFRIGERATION COOLING EQUIPMENT SECTION M1405 BASEBOARD CONVECTORS |
| 551 | SECTION M1406 RADIANT HEATING SYSTEMS SECTION M1407 DUCT HEATERS SECTION M1408 VENTED FLOOR FURNACES |
| 552 | SECTION M1409 VENTED WALL FURNACES SECTION M1410 VENTED ROOM HEATERS SECTION M1411 HEATING AND COOLING EQUIPMENT |
| 553 | SECTION M1412 ABSORPTION COOLING EQUIPMENT |
| 554 | SECTION M1413 EVAPORATIVE COOLING EQUIPMENT SECTION M1414 FIREPLACE STOVES SECTION M1415 MASONRY HEATERS |
| 556 | CHAPTER 15 EXHAUST SYSTEMS SECTION M1501 GENERAL SECTION M1502 CLOTHES DRYER EXHAUST |
| 557 | TABLE M1502.4.6.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH SECTION M1503 DOMESTIC COOKING EXHAUST EQUIPMENT |
| 558 | SECTION M1504 EXHAUST DUCTS AND EXHAUST OPENINGS TABLE M1504.2 DUCT LENGTH |
| 559 | SECTION M1505 MECHANICAL VENTILATION TABLE M1505.4.3(1) CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS EQUATION 15-1 |
| 560 | TABLE M1505.4.4 MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS |
| 562 | CHAPTER 16 DUCT SYSTEMS SECTION M1601 DUCT CONSTRUCTION |
| 563 | TABLE M1601.1.1 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITSa |
| 565 | SECTION M1602 RETURN AIR |
| 566 | CHAPTER 17 COMBUSTION AIR SECTION M1701 GENERAL |
| 568 | CHAPTER 18 CHIMNEYS AND VENTS SECTION M1801 GENERAL |
| 569 | SECTION M1802 VENT COMPONENTS SECTION M1803 CHIMNEY AND VENT CONNECTORS TABLE M1803.2 THICKNESS FOR SINGLE-WALL METAL PIPE CONNECTORS |
| 570 | TABLE M1803.3.4 CHIMNEY AND VENT CONNECTOR CLEARANCES TO COMBUSTIBLE MATERIALSa SECTION M1804 VENTS TABLE M1804.1 VENT SELECTION CHART |
| 571 | SECTION M1805 MASONRY AND FACTORY-BUILT CHIMNEYS |
| 572 | 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 |
| 574 | CHAPTER 20 BOILERS AND WATER HEATERS SECTION M2001 BOILERS SECTION M2002 OPERATING AND SAFETY CONTROLS SECTION M2003 EXPANSION TANKS |
| 575 | TABLE M2003.2 EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS SECTION M2004 WATER HEATERS USED FOR SPACE HEATING SECTION M2005 WATER HEATERS SECTION M2006 POOL HEATERS |
| 576 | CHAPTER 21 HYDRONIC PIPING SECTION M2101 HYDRONIC PIPING SYSTEMS INSTALLATION TABLE M2101.9 HANGER SPACING INTERVALS |
| 577 | TABLE M2101.1 HYDRONIC PIPING AND FITTING MATERIALS |
| 579 | SECTION M2102 BASEBOARD CONVECTORS |
| 580 | SECTION M2103 FLOOR HEATING SYSTEMS SECTION M2104 LOW TEMPERATURE PIPING SECTION M2105 GROUND-SOURCE HEAT-PUMP SYSTEM LOOP PIPING |
| 581 | TABLE M2105.4 GROUND-SOURCE LOOP PIPE TABLE M2105.5 GROUND-SOURCE LOOP PIPE FITTINGS |
| 584 | CHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS SECTION M2201 OIL TANKS SECTION M2202 OIL PIPING, FITTING AND CONNECTIONS SECTION M2203 INSTALLATION |
| 585 | SECTION M2204 OIL PUMPS AND VALVES |
| 586 | CHAPTER 23 SOLAR THERMAL ENERGY SYSTEMS SECTION M2301 SOLAR THERMAL ENERGY SYSTEMS |
| 588 | PART VI – FUEL GAS CHAPTER 24 FUEL GAS SECTION G2401 (101) GENERAL SECTION G2402 (201) GENERAL SECTION G2403 (202) GENERAL DEFINITIONS |
| 594 | SECTION G2404 (301) GENERAL |
| 595 | SECTION G2405 (302) STRUCTURAL SAFETY SECTION G2406 (303) APPLIANCE LOCATION |
| 596 | SECTION G2407 (304) COMBUSTION, VENTILATION AND DILUTION AIR EQUATION 24-1 EQUATION 24-2 FIGURE G2407.5.3 (304.5.3) ALL AIR FROM INSIDE THE BUILDING(see Section G2407.5.3) |
| 598 | 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) |
| 599 | 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) |
| 600 | SECTION G2408 (305) INSTALLATION SECTION G2409 (308) CLEARANCE REDUCTION |
| 601 | FIGURE G2409.2(1) [308.2(1)] SECTION G2410 (309) ELECTRICAL SECTION G2411 (310) ELECTRICAL BONDING |
| 602 | FIGURE G2409.2(2) [308.2(2)] WALL PROTECTOR CLEARANCE REDUCTION SYSTEM FIGURE G2409.2(3) [308.2(3)] MASONRY CLEARANCE REDUCTION SYSTEM |
| 603 | TABLE G2409.2 (308.2) REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION a through k |
| 604 | SECTION G2412 (401) GENERAL SECTION G2413 (402) PIPE SIZING |
| 605 | EQUATION 24-3 EQUATION 24-4 TABLE G2413.4 (402.4)Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS |
| 606 | TABLE G2413.4(1) [402.4(2)] SCHEDULE 40 METALLIC PIPE |
| 607 | TABLE G2413.4(2) [402.4(5)] SCHEDULE 40 METALLIC PIPE |
| 608 | TABLE G2413.4(3) [402.4(9)] SEMIRIGID COPPER TUBING |
| 609 | TABLE G2413.4(4) [402.4(12)] SEMIRIGID COPPER TUBING |
| 610 | TABLE G2413.4(5) [402.4(15)] CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 611 | TABLE G2413.4(6) [402.4(18)]CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 612 | TABLE G2413.4(7) [402.4(21)]POLYETHYLENE PLASTIC PIPE |
| 613 | TABLE G2413.4(8) [402.4(22)]POLYETHYLENE PLASTIC PIPE |
| 614 | TABLE G2413.4(9) [402.4(25)] SCHEDULE 40 METALLIC PIPE |
| 615 | TABLE G2413.4(10) [402.4(26)] SCHEDULE 40 METALLIC PIPE |
| 616 | TABLE G2413.4(11) [402.4(27)] SCHEDULE 40 METALLIC PIPE |
| 617 | TABLE G2413.4(12) [402.4(28)] SCHEDULE 40 METALLIC PIPE |
| 618 | TABLE G2413.4(13) [402.4(29)] SEMIRIGID COPPER TUBING |
| 619 | TABLE G2413.4(14) [402.4(30)] SEMIRIGID COPPER TUBING |
| 620 | TABLE G2413.4(15) [402.4(31)] SEMIRIGID COPPER TUBING |
| 621 | TABLE G2413.4(16) [402.4(32)] CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 622 | TABLE G2413.4(17) [402.4(33)] CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 623 | TABLE G2413.4(18) [402.4(34)] CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 624 | TABLE G2413.4(19) [402.4(35)] POLYETHYLENE PLASTIC PIPE |
| 625 | TABLE G2413.4(20) [402.4(36)] POLYETHYLENE PLASTIC PIPE |
| 626 | TABLE G2413.4(21) [402.4(37)] POLYETHYLENE PLASTIC TUBING |
| 627 | SECTION G2414 (403) PIPING MATERIALS TABLE G2414.8.2 (403.8.2) SPECIFICATIONS FOR THREADING METALLIC PIPE |
| 628 | SECTION G2415 (404) PIPING SYSTEM INSTALLATION |
| 631 | SECTION G2416 (405) PIPING BENDS AND CHANGES IN DIRECTION SECTION G2417 (406) INSPECTION, TESTING AND PURGING |
| 632 | TABLE G2417.7.1.1 (406.7.1.1) SIZE AND LENGTH OF PIPING |
| 633 | SECTION G2418 (407) PIPING SUPPORT SECTION G2419 (408) DRIPS AND SLOPED PIPING |
| 634 | FIGURE G2419.4 (408.4) METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP SECTION G2420 (409) SHUTOFF VALVES TABLE G2420.1.1 (409.1.1) MANUAL GAS VALVE STANDARDS |
| 635 | SECTION G2421 (410) FLOW CONTROLS SECTION G2422 (411) APPLIANCE CONNECTIONS |
| 636 | SECTION G2423 (413) COMPRESSED NATURAL GAS MOTOR VEHICLE FUEL-DISPENSING FACILITIES SECTION G2424 (415) PIPING SUPPORT INTERVALS SECTION G2425 (501) GENERAL |
| 637 | TABLE G2424.1 (415.1) SUPPORT OF PIPING |
| 638 | SECTION G2426 (502) VENTS SECTION G2427 (503) VENTING OF APPLIANCES |
| 639 | TABLE G2427.4 (503.4) TYPE OF VENTING SYSTEM TO BE USED |
| 642 | 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 |
| 644 | FIGURE G2427.8 (503.8) THROUGH-THE-WALL VENT TERMINAL CLEARANCES |
| 645 | TABLE G2427.8 (503.8) THROUGH-THE-WALL VENT TERMINAL CLEARANCES TABLE G2427.10.2.4 (503.10.2.4) MINIMUM THICKNESS FOR GALVANIZED STEEL VENTCONNECTORS FOR LOW-HEAT APPLIANCES |
| 647 | TABLE G2427.10.5 (503.10.5) CLEARANCES FOR CONNECTORSa |
| 648 | SECTION G2428 (504) SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS |
| 650 | TABLE G2428.2(1) [504.2(1)] TYPE B DOUBLE-WALL GAS VENT |
| 651 | TABLE G2428.2(2) [504.2(2)] TYPE B DOUBLE-WALL GAS VENT |
| 652 | TABLE G2428.2(2) [504.2(2)]—continued TYPE B DOUBLE-WALL GAS VENT |
| 653 | TABLE G2428.3(1) [504.3(1)] TYPE B DOUBLE-WALL VENT |
| 654 | TABLE G2428.3(2) [504.3(2)] TYPE B DOUBLE-WALL VENT |
| 655 | TABLE G2428.3(3) [504.3(3)] MASONRY CHIMNEY |
| 656 | TABLE G2428.3(4) [504.3(4)] MASONRY CHIMNEY |
| 657 | TABLE G2428.3.2 (504.3.2) MAXIMUM VENT CONNECTOR LENGTH |
| 659 | 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 |
| 660 | SECTION G2437 (609) FLOOR FURNACES SECTION G2438 (613) CLOTHES DRYERS SECTION G2439 (614) CLOTHES DRYER EXHAUST |
| 661 | TABLE G2439.7.4.1 (TABLE 614.9.4.1) DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH |
| 662 | SECTION G2440 (615) SAUNA HEATERS SECTION G2441 (617) POOL AND SPA HEATERS SECTION G2442 (618) FORCED-AIR WARM-AIR FURNACES |
| 663 | SECTION G2443 (619) CONVERSION BURNERS SECTION G2444 (620) UNIT HEATERS SECTION G2445 (621) UNVENTED ROOM HEATERS |
| 664 | SECTION G2446 (622) VENTED ROOM HEATERS SECTION G2447 (623) COOKING APPLIANCES SECTION G2448 (624) WATER HEATERS SECTION G2449 (627) AIR-CONDITIONING APPLIANCES SECTION G2450 (628) ILLUMINATING APPLIANCES |
| 665 | SECTION G2451 (630) INFRARED RADIANT HEATERS SECTION G2452 (631) BOILERS SECTION G2453 (635) OUTDOOR DECORATIVE APPLIANCES |
| 666 | PART VII – PLUMBING CHAPTERS 25 THROUGH 28 DELETED |
| 668 | CHAPTER 29 WATER SUPPLY AND DISTRIBUTION SECTION P2901 GENERAL SECTION P2902 PROTECTION OF POTABLE WATER SUPPLY SECTION P2903 WATER SUPPLY SYSTEM SECTION P2904 DWELLING UNIT FIRE SPRINKLER SYSTEMS |
| 669 | TABLE P2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED FIGURE P2904.2.4.2 MINIMUM ALLOWABLE DISTANCE BETWEEN SPRINKLER AND OBSTRUCTION |
| 671 | EQUATION 29-1 |
| 672 | TABLE P2904.6.2(1) WATER SERVICE PRESSURE LOSS (PLsvc)a, b |
| 673 | TABLE P2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS (PLm)a TABLE P2904.6.2(3) ELEVATION LOSS (PLe) |
| 674 | TABLE P2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3/4-INCH TYPE M COPPER WATER TUBING |
| 675 | TABLE P2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING |
| 676 | TABLE P2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3/4-INCH CPVC PIPE |
| 677 | TABLE P2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE |
| 678 | TABLE P2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3/4-INCH PEX AND PE-RT TUBING |
| 679 | TABLE P2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX AND PE-RT TUBING |
| 680 | SECTION P2905 HEATED WATER DISTRIBUTION SYSTEMS SECTION P2906 MATERIALS, JOINTS AND CONNECTIONS SECTION P2907 CHANGES IN DIRECTION SECTION P2908 SUPPORT SECTION P2909 DRINKING WATER TREATMENT UNITS SECTION P2910 NONPOTABLE WATER SYSTEMS SECTION P2911 ON-SITE NONPOTABLE WATER REUSE SYSTEMS SECTION P2912 NONPOTABLE RAINWATER COLLECTION AND DISTRIBUTION SYSTEMS |
| 681 | SECTION P2913 RECLAIMED WATER SYSTEMS |
| 682 | CHAPTERS 30 THROUGH 33 DELETED |
| 684 | PART VIII – ELECTRICAL CHAPTERS 34 THROUGH 43 DELETED |
| 686 | PART IX – REFERENCED STANDARDS CHAPTER 44 REFERENCED STANDARDS AAMA ACCA |
| 687 | ACI AISI AMCA ANCE ANSI |
| 690 | APA APSP ASCE/SEI ASHRAE |
| 691 | ASME |
| 693 | ASSE |
| 694 | ASTM |
| 709 | AWC AWPA AWS AWWA |
| 710 | CEN CISPI CPA CPSC |
| 711 | CSA |
| 713 | CSSB DASMA |
| 714 | DHA DOC DOTn FEMA FM |
| 715 | GA HVI IAPMO ICC |
| 716 | IEEE ISO MSS |
| 717 | NAIMA NEMA NFPA |
| 718 | NFRC NGWA NSF |
| 719 | PCA SBCA SMACNA TMS TPI UL |
| 722 | ULC |
| 723 | US-FTC WDMA WMA |
| 724 | APPENDIX AA SIZING AND CAPACITIES OF GAS PIPING SECTION AA101 GENERAL PIPING CONSIDERATIONS SECTION AA102 DESCRIPTION OF TABLES |
| 725 | TABLE AA102.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES |
| 726 | TABLE AA102.2—continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES |
| 727 | TABLE AA102.4 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 SECTION AA103 USE OF CAPACITY TABLES |
| 729 | TABLE AA103.4 THOUSANDS OF BTU/H (MBH) OF NATURAL GAS PER 100 FEET OF PIPE AT VARIOUS PRESSURE DROPS AND PIPE DIAMETERS SECTION AA104 USE OF SIZING EQUATIONS |
| 730 | SECTION AA105 PIPE AND TUBE DIAMETERS TABLE AA105.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES TABLE AA105.2 COPPER TUBE STANDARD SIZES SECTION AA106 EXAMPLES OF PIPING SYSTEM DESIGN AND SIZING |
| 731 | FIGURE AA106.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM FIGURE AA106.2 PIPING PLAN SHOWING A CSST SYSTEM |
| 732 | FIGURE AA106.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM |
| 733 | FIGURE AA106.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM |
| 736 | APPENDIX AB SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES AND APPLIANCES LISTED FOR USE WITH TYPE B VENTS SECTION AB101 EXAMPLES USING SINGLE-APPLIANCE VENTING TABLES FIGURE AB101.1 EXAMPLE 1: SINGLE DRAFT HOOD-EQUIPPED APPLIANCE |
| 737 | FIGURE AB101.2 EXAMPLE 2: SINGLE FAN-ASSISTED APPLIANCE FIGURE AB101.4(1) TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLEAPPLIANCE WITH A TYPE B DOUBLE-WALL VENT |
| 738 | FIGURE AB101.4(2) TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITHA SINGLE-WALL METAL VENT CONNECTOR FIGURE AB101.4(3) VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A MASONRY CHIMNEY OFTYPE B DOUBLE-WALL VENT CONNECTOR FIGURE AB101.4(4) VENT SYSTEM SERVING A SINGLE APPLIANCE USING A MASONRY CHIMNEYAND A SINGLE-WALL METAL VENT CONNECTOR FIGURE AB101.4(5) ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVINGA SINGLE DRAFT HOOD-EQUIPPED APPLIANCE |
| 739 | SECTION AB102 EXAMPLES USING COMMON VENTING TABLES FIGURE AB102.1 EXAMPLE 4: COMMON VENTING TWO DRAFT HOOD-EQUIPPED APPLIANCES |
| 740 | FIGURE AB102.2 EXAMPLE 5a: COMMON VENTING A DRAFT HOOD WITH A FAN-ASSISTED FURNACE INTO A TYPE B DOUBLE-WALL COMMON VENT |
| 741 | TABLE AB102.3 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa |
| 742 | FIGURE AB102.5(1) VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE AB102.5(2) VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND SINGLE-WALL METAL VENT CONNECTORS |
| 743 | FIGURE AB102.5(3) MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE AB102.5(4) MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH SINGLE-WALL METAL VENT CONNECTORS FIGURE AB102.5(5) ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING TWO OR MORE DRAFT HOOD-EQUIPPED APPLIANCES FIGURE AB102.5(6) USE OF MANIFOLD COMMON VENT CONNECTOR |
| 744 | FIGURE AB102.5(7) USE OF OFFSET COMMON VENTS WITH SINGLE-WALL METAL VENT CONNECTORS FIGURE AB102.5(8) MULTISTORY GAS VENT DESIGN PROCEDURE FOR EACH SEGMENT OF SYSTEM FIGURE AB102.5(9) MULTISTORY VENT SYSTEMS |
| 745 | FIGURE AB102.5(10)99% WINTER DESIGN TEMPERATURES FOR THE CONTIGUOUS UNITED STATES |
| 746 | APPENDIX AC EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS SECTION AC101 GENERAL FIGURE AC101.1 EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS |
| 748 | APPENDIX AD RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATIONDELETED APPENDIX AE MANUFACTURED HOUSING USED AS DWELLINGS DELETED APPENDIX AF RADON CONTROL METHODS DELETED APPENDIX AG PIPING STANDARDS FOR VARIOUS APPLICATIONS DELETED |
| 750 | APPENDIX AH PATIO COVERS SECTION AH101 GENERAL SECTION AH102 DEFINITION SECTION AH103 EXTERIOR WALLS AND OPENINGS SECTION AH104 HEIGHT SECTION AH105 STRUCTURAL PROVISIONS SECTION AH106 SPECIAL PROVISIONS FOR ALUMINUM SCREEN ENCLOSURES IN HURRICANE-PRONE REGIONS |
| 751 | TABLE AH106.4.1(1) DESIGN WIND PRESSURES FOR SCREEN ENCLOSURE FRAMINGa, b, e, f, g, h TABLE AH106.4.1(2) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE |
| 752 | FIGURE AH106.4.1 ULTIMATE DESIGN WIND SPEEDS FOR PATIO COVERS AND SCREEN ENCLOSURES |
| 754 | APPENDIX AI PRIVATE SEWAGE DISPOSAL DELETED APPENDIX AJ EXISTING BUILDINGS AND STRUCTURES DELETED |
| 756 | APPENDIX AK SOUND TRANSMISSION SECTION AK101 GENERAL SECTION AK102 AIRBORNE SOUND SECTION AK103 STRUCTURAL-BORNE SOUND SECTION AK104 REFERENCED STANDARDS TABLE AK104.1 REFERENCED STANDARDS |
| 758 | APPENDIX AL PERMIT FEESDELETED APPENDIX AM HOME DAY CARE—R-3 OCCUPANCY DELETED APPENDIX AN VENTING METHODS DELETED APPENDIX AO AUTOMATIC VEHICULAR GATES DELETED APPENDIX AP SIZING OF WATER PIPING SYSTEM DELETED |
| 760 | APPENDIX AQ TINY HOUSES SECTION AQ101 GENERAL SECTION AQ102 DEFINITIONS SECTION AQ103 CEILING HEIGHT SECTION AQ104 LOFTS |
| 761 | FIGURE AQ104.1.3 HEIGHT EFFECT ON LOFT AREA SECTION AQ105 EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION AQ106 ENERGY CONSERVATION |
| 764 | APPENDIX AR LIGHT STRAW-CLAY CONSTRUCTION SECTION AR101 GENERAL SECTION AR102 DEFINITIONS SECTION AR103 NONBEARING LIGHT STRAW-CLAY CONSTRUCTION |
| 765 | TABLE AR103.2.3 REQUIREMENTS AND PROPERTIES OF LIGHT STRAW-CLAY MIXTURESa FIGURE AR103.2.4(1) LIGHT STRAW-CLAY WALL WITH LARSEN TRUSSES FIGURE AR103.2.4(2) LIGHT STRAW-CLAY WALL SINGLE STUD WIDTH |
| 766 | FIGURE AR103.2.4(3) LIGHT STRAW-CLAY WALL WITH BLIND STUDS |
| 767 | SECTION AR104 THERMAL PERFORMANCE SECTION AR105 REFERENCED STANDARDS TABLE AR105.1 REFERENCED STANDARDS |
| 768 | APPENDIX AS STRAWBALE CONSTRUCTION SECTION AS101 GENERAL SECTION AS102 DEFINITIONS |
| 769 | FIGURE AS101.2 TYPICAL STRAWBALE WALL SYSTEMS FIGURE AS102.1 BALE ORIENTATIONS |
| 770 | SECTION AS103 BALES FIGURE AS103.2 APPROXIMATE DIMENSIONS OF COMMON STRAW BALES |
| 771 | SECTION AS104 FINISHES |
| 772 | SECTION AS105 STRAWBALE WALLS—GENERAL |
| 773 | FIGURE AS105.1(1) TYPICAL BASE OF PLASTERED STRAWBALE WALL ON CONCRETE SLAB AND FOOTING |
| 774 | FIGURE AS105.1(2) TYPICAL BASE OF PLASTERED STRAWBALE WALL OVER RAISED FLOOR |
| 775 | FIGURE AS105.1(3) TYPICAL TOP OF LOAD-BEARING STRAWBALE WALL |
| 776 | FIGURE AS105.1(4) TYPICAL TOP OF POST-AND-BEAM WALL WITH PLASTERED STRAWBALE INFILL |
| 777 | TABLE AS105.4 OUT-OF-PLANE RESISTANCE METHODS AND UNRESTRAINED WALL DIMENSION LIMITS |
| 778 | SECTION AS106 STRAWBALE WALLS—STRUCTURAL |
| 779 | TABLE AS106.6.1 MINIMUM COMPRESSIVE STRENGTH FOR PLASTERS ON STRUCTURAL WALLS |
| 780 | EQUATION AS-1 TABLE AS106.12 ALLOWABLE SUPERIMPOSED VERTICAL LOADS (LBS/FOOT) FOR PLASTERED LOAD-BEARING STRAWBALE WALLS |
| 781 | TABLE AS106.13(1) PLASTERED STRAWBALE BRACED WALL PANEL TYPES SECTION AS107 FIRE RESISTANCE |
| 782 | TABLE AS106.13(2) BRACING REQUIREMENTS FOR STRAWBALE BRACED WALL PANELS BASED ON WIND SPEED |
| 783 | TABLE AS106.13(3) BRACING REQUIREMENTS FOR STRAWBALE BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY |
| 784 | SECTION AS108 THERMAL INSULATION SECTION AS109 REFERENCED STANDARDS TABLE AS109.1 REFERENCED STANDARDS |
| 786 | APPENDIX AT [RE] SOLAR-READY PROVISIONS—DETACHED ONE- AND TWO-FAMILY DWELLINGS AND TOWNHOUSES SECTION AT101 (RB101) SCOPE SECTION AT102 (RB102) GENERAL DEFINITION SECTION AT103 (RB103) SOLAR-READY ZONE |
| 788 | APPENDIX AU COB CONSTRUCTION (MONOLITHIC ADOBE) SECTION AU101 GENERAL FIGURE AU101.4 TYPICAL COB WALL |
| 789 | SECTION AU102 DEFINITIONS SECTION AU103 MATERIALS, MIXING AND INSTALLATION |
| 790 | SECTION AU104 FINISHES |
| 791 | SECTION AU105 COB WALLS—GENERAL |
| 792 | TABLE AU105.3 OUT-OF-PLANE RESISTANCE METHODS AND UNRESTRAINED WALL HEIGHT LIMITS |
| 793 | SECTION AU106 COB WALLS—STRUCTURAL EQUATION AU-1 |
| 794 | EQUATION AU-2 EQUATION AU-3 |
| 795 | FIGURE AU106.9.5 CONNECTION OF ROOF FRAMING TO BOND BEAMS |
| 796 | FIGURE AU106.9.6 CONNECTIONS AT GABLE AND SHED ROOF END WALLS EQUATION AU-4 |
| 797 | TABLE AU106.10 LINTELS AND BOND BEAMS SPANNING OPENINGS |
| 798 | TABLE AU106.11(1) COB BRACED WALL PANEL TYPES |
| 799 | TABLE AU106.11(2) BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON WIND SPEED TABLE AU106.11(3) BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY A |
| 800 | TABLE AU106.11(4) BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY B |
| 801 | TABLE AU106.11(5) BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY C |
| 802 | FIGURE AU106.11.3 CURVED BRACED WALL PANEL TABLE AU106.12 ANCHORAGE OF BOND BEAMS FOR WIND UPLIFT |
| 803 | SECTION AU107 COB FLOORS SECTION AU108 FIRE RESISTANCE SECTION AU109 THERMAL PERFORMANCE SECTION AU110 REFERENCED STANDARDS TABLE AU110.1 REFERENCED STANDARDS |
| 804 | APPENDIX AV BOARD OF APPEALS DELETED |
| 806 | APPENDIX AW 3D-PRINTED BUILDING CONSTRUCTION SECTION AW101 GENERAL SECTION AW102 DEFINITIONS SECTION AW103 BUILDING DESIGN SECTION AW104 BUILDING CONSTRUCTION SECTION AW105 SPECIAL INSPECTIONS |
| 807 | SECTION AW106 REFERENCED STANDARDS TABLE AW106.1 REFERENCED STANDARDS |
| 808 | APPENDIX AX ZERO ENERGY RESIDENTIAL BUILDING PROVISIONS SECTION AX 101(RC101) COMPLIANCE SECTION AX 102 (RC102) ZERO ENERGY RESIDENTIAL BUILDINGS EQUATION AX-1 TABLE AX102.2 (RC102.2) MAXIMUM ENERGY RATING INDEXa |
| 810 | INDEX |
| 828 | DIGITAL CODES PREMIUM |
| 829 | ICC TRAINING |
