ID ResidentialCode 2020 1stprint
$50.38
Idaho Residential Code
| Published By | Publication Date | Number of Pages |
| ID | 2020 |
None
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2020 IDAHO RESIDENTIAL CODE |
| 2 | 2020 IDAHO RESIDENTIAL CODE TITLE PAGE |
| 3 | COPYRIGHT |
| 4 | PREFACE |
| 8 | EFFECTIVE USE OF THE INTERNATIONAL RESIDENTIAL CODE |
| 12 | TABLE OF CONTENTS |
| 14 | PART I—ADMINISTRATIVE CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION R101 GENERAL SECTION R102 APPLICABILITY |
| 15 | PART 2—ADMINISTRATION AND ENFORCEMENT SECTION R103 DEPARTMENT OF BUILDING SAFETY SECTION R104 DUTIES AND POWERS OF THE BUILDING OFFICIAL |
| 16 | SECTION R105 PERMITS |
| 18 | SECTION R106 CONSTRUCTION DOCUMENTS |
| 19 | SECTION R107 TEMPORARY STRUCTURES AND USES |
| 20 | SECTION R108 FEES SECTION R109 INSPECTIONS |
| 21 | SECTION R110 CERTIFICATE OF OCCUPANCY SECTION R111 SERVICE UTILITIES SECTION R112 BOARD OF APPEALS |
| 22 | SECTION R113 VIOLATIONS SECTION R114 STOP WORK ORDER |
| 24 | PART II—DEFINITIONS CHAPTER 2 DEFINITIONS SECTION R201 GENERAL SECTION R202 DEFINITIONS |
| 42 | PART III—BUILDING PLANNING AND CONSTRUCTION CHAPTER 3 BUILDING PLANNING SECTION R301 DESIGN CRITERIA |
| 44 | TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS |
| 45 | TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA |
| 46 | TABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf) |
| 47 | TABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2) FIGURE R301.2(1) ISOLINES OF THE 971/2 -PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES (°F) |
| 48 | FIGURE R301.2(2) SEISMIC DESIGN CATEGORIES |
| 49 | FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES |
| 50 | FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES |
| 51 | FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES |
| 52 | FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES |
| 53 | FIGURE R301.2(3) ALTERNATE SEISMIC DESIGN CATEGORIES |
| 54 | FIGURE R301.2(3)—continued ALTERNATE SEISMIC DESIGN CATEGORIES |
| 55 | FIGURE R301.2(3)—continued ALTERNATE SEISMIC DESIGN CATEGORIES |
| 56 | FIGURE R301.2(3)—continued ALTERNATE SEISMIC DESIGN CATEGORIES |
| 57 | FIGURE R301.2(3)—continued ALTERNATE SEISMIC DESIGN CATEGORIES |
| 58 | FIGURE R301.2(4) WEATHERING PROBABILITY MAP FOR CONCRETE |
| 59 | FIGURE R301.2(5)A ULTIMATE DESIGN WIND SPEEDS |
| 60 | FIGURE R301.2(5)B REGIONS WHERE WIND DESIGN IS REQUIRED |
| 61 | FIGURE R301.2(6) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES |
| 62 | FIGURE R301.2(6)—continued GROUND SNOW LOADS, Pg, FOR THE UNITED STATES |
| 63 | FIGURE R301.2(7) TERMITE INFESTATION PROBABILITY MAP |
| 64 | FIGURE R301.2(8) COMPONENT AND CLADDING PRESSURE ZONES TABLE R301.2.1.3 WIND SPEED CONVERSIONSa |
| 65 | TABLE R301.2.1.5.1 ULTIMATE DESIGN WIND SPEED MODIFICATION FOR TOPOGRAPHIC WIND EFFECT FIGURE R301.2.1.5.1(1) TOPOGRAPHIC FEATURES FOR WIND SPEED-UP EFFECT FIGURE R301.2.1.5.1(2) ILLUSTRATION OF WHERE ON A TOPOGRAPHIC FEATURE, WIND SPEED INCREASE IS APPLIED |
| 66 | FIGURE R301.2.1.5.1(3) UPWIND OBSTRUCTION TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION |
| 69 | TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) |
| 70 | TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS SECTION R302 FIRE-RESISTANT CONSTRUCTION |
| 71 | TABLE R302.1(1) EXTERIOR WALLS TABLE R302.1(2) EXTERIOR WALLS—DWELLINGS WITH FIRE SPRINKLERS |
| 74 | TABLE R302.6 DWELLING-GARAGE SEPARATION |
| 75 | SECTION R303 LIGHT, VENTILATION AND HEATING |
| 77 | SECTION R304 MINIMUM ROOM AREAS SECTION R305 CEILING HEIGHT SECTION R306 SANITATION SECTION R307 TOILET, BATH AND SHOWER SPACES SECTION R308 GLAZING |
| 78 | FIGURE R307.1 MINIMUM FIXTURE CLEARANCES |
| 79 | 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 |
| 81 | FIGURE R308.4.7 HAZARDOUS GLAZING LOCATIONS AT BOTTOM STAIR LANDINGS |
| 82 | SECTION R309 GARAGES AND CARPORTS SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS |
| 83 | SECTION R311 MEANS OF EGRESS |
| 87 | SECTION R312 GUARDS AND WINDOW FALL PROTECTION SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS |
| 88 | SECTION R314 SMOKE ALARMS SECTION R315 CARBON MONOXIDE ALARMS |
| 89 | SECTION R316 FOAM PLASTIC |
| 91 | SECTION R317 PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY |
| 93 | SECTION R318 PROTECTION AGAINST SUBTERRANEAN TERMITES SECTION R319 SITE ADDRESS SECTION R320 ACCESSIBILITY |
| 94 | SECTION R321 ELEVATORS AND PLATFORM LIFTS SECTION R322 FLOOD-RESISTANT CONSTRUCTION |
| 97 | SECTION R323 STORM SHELTERS |
| 98 | SECTION 324 SOLAR ENERGY SYSTEMS |
| 99 | SECTION R325 MEZZANINES SECTION R326 SWIMMING POOLS, SPAS AND HOT TUBS SECTION R327 STATIONARY STORAGE BATTERY SYSTEMS |
| 102 | CHAPTER 4 FOUNDATIONS SECTION R401 GENERAL TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa SECTION R402 MATERIALS |
| 103 | TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE |
| 104 | SECTION R403 FOOTINGS |
| 105 | TABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST, OR MASONRY FOOTINGS (inches) |
| 106 | FIGURE R403.1(1) PLAIN CONCRETE FOOTINGS WITH MASONRY AND CONCRETE STEM WALLS IN SDC A, B AND C |
| 107 | FIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION |
| 108 | FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION |
| 109 | FIGURE R403.1.3 REINFORCED CONCRETE FOOTINGS AND MASONRY AND CONCRETE STEM WALLS IN SDC D0, D1 AND D2 |
| 111 | FIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES |
| 113 | FIGURE R403.3(1) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS TABLE R403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS |
| 114 | FIGURE R403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD |
| 115 | TABLE R403.3(2) AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY |
| 116 | TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY |
| 117 | TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY |
| 118 | TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY |
| 119 | TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY |
| 120 | FIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE FIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE |
| 121 | TABLE R403.4 MINIMUM DEPTH (D) AND WIDTH (W) OF CRUSHED STONE FOOTINGSa, b (inches) |
| 122 | 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 SECTION R404 FOUNDATION AND RETAINING WALLS |
| 123 | TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLSf |
| 124 | TABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 5 INCHES |
| 125 | TABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 6.75 INCHES |
| 126 | TABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 8.75 INCHES |
| 127 | TABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLS TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS |
| 128 | TABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLS |
| 129 | TABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS |
| 130 | TABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS |
| 131 | TABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS |
| 132 | TABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLS |
| 133 | TABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10- AND 12-INCH NOMINAL FLAT BASEMENT WALLS |
| 134 | TABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND ALTERNATE GRADE OF STEEL |
| 139 | FIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS |
| 141 | TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION SECTION R405 FOUNDATION DRAINAGE |
| 142 | TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING |
| 143 | SECTION R407 COLUMNS |
| 144 | SECTION R408 UNDER-FLOOR SPACE |
| 146 | CHAPTER 5 FLOORS SECTION R501 GENERAL SECTION R502 WOOD FLOOR FRAMING |
| 147 | FIGURE R502.2 FLOOR CONSTRUCTION |
| 148 | TABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)a |
| 149 | TABLE R502.3.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)a |
| 150 | TABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)b |
| 151 | TABLE R502.3.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)b |
| 153 | TABLE R502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLY (Floor Live Load ≤ 40 psf, Roof Live Load ≤ 20 psf) TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONY |
| 154 | FIGURE R502.8 CUTTING, NOTCHING AND DRILLING |
| 155 | SECTION R503 FLOOR SHEATHING TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENT |
| 156 | TABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENT |
| 157 | SECTION R504 PRESSURE PRESERVATIVE-TREATED WOOD FLOORS (ON GROUND) SECTION R505 COLD-FORMED STEEL FLOOR FRAMING |
| 158 | FIGURE R505.1.2 IN-LINE FRAMING |
| 159 | TABLE R505.2.3 COLD-FORMED STEEL JOIST SIZES AND THICKNESS FIGURE R505.2.3(1) C-SHAPED SECTION FIGURE R505.2.3(2) TRACK SECTION |
| 160 | FIGURE R505.2.6.1 FLOOR JOIST WEB HOLES FIGURE R505.2.6.3 FLOOR JOIST WEB HOLE PATCH |
| 161 | TABLE R505.3.1(1) FLOOR-TO-FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS |
| 162 | TABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa FIGURE R505.3.1(1) FLOOR-TO-EXTERIOR LOAD-BEARING WALL STUD CONNECTION |
| 163 | FIGURE R505.3.1(2) FLOOR-TO-WOOD-SILL CONNECTION FIGURE R505.3.1(3) FLOOR-TO-FOUNDATION CONNECTION |
| 164 | FIGURE R505.3.1(4) CANTILEVERED FLOOR-TO-FOUNDATION CONNECTION FIGURE R505.3.1(5) CANTILEVERED FLOOR-TO-WOOD-SILL CONNECTION |
| 165 | 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 |
| 166 | FIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL FIGURE R505.3.1(9) BEARING STIFFENERS FOR END JOISTS |
| 167 | TABLE R505.3.2 ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—SINGLE OR CONTINUOUS SPANS |
| 168 | FIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID) FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP) |
| 169 | FIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS FIGURE R505.3.4(2) BEARING STIFFENER |
| 170 | FIGURE R505.3.7 TRACK SPLICE FIGURE R505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION—6-FOOT FLOOR OPENING |
| 171 | FIGURE R505.3.8(2) COLD-FORMED STEEL FLOOR CONSTRUCTION—8-FOOT FLOOR OPENING FIGURE R505.3.8(3) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—6-FOOT OPENING |
| 172 | FIGURE R505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—8-FOOT OPENING SECTION R506 CONCRETE FLOORS (ON GROUND) SECTION R507 EXTERIOR DECKS |
| 173 | TABLE R507.2.3 FASTENER AND CONNECTOR SPECIFICATIONS FOR DECKS |
| 174 | FIGURE R507.3 DECK POSTS TO DECK FOOTING CONNECTION TABLE R507.4 DECK POST HEIGHTa |
| 175 | TABLE R507.3.1 MINIMUM FOOTING SIZE FOR DECKS |
| 177 | FIGURE R507.5 TYPICAL DECK JOIST SPANS TABLE R507.5 DECK BEAM SPAN LENGTHS |
| 178 | FIGURE R507.5.1(1) DECK BEAM TO DECK POST FIGURE R507.5.1(2) NOTCHED POST-TO-BEAM CONNECTION |
| 179 | FIGURE R507.6 TYPICAL DECK JOIST SPANS |
| 180 | TABLE R507.6 DECK JOIST SPANS FOR COMMON LUMBER SPECIES TABLE R507.7 MAXIMUM JOIST SPACING FOR DECKING |
| 181 | TABLE R507.9.1.3(1) DECK LEDGER CONNECTION TO BAND JOIST (Deck live load = 40 psf, deck dead load = 10 psf, snow load ≤ 40 psf) 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 |
| 182 | FIGURE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS FIGURE R507.9.2(1) DECK ATTACHMENT FOR LATERAL LOADS |
| 183 | FIGURE R507.9.2(2) DECK ATTACHMENT FOR LATERAL LOADS |
| 184 | CHAPTER 6 WALL CONSTRUCTION SECTION R601 GENERAL SECTION R602 WOOD WALL FRAMING |
| 185 | TABLE R602.3(1) FASTENING SCHEDULE |
| 186 | TABLE R602.3(1)—continued FASTENING SCHEDULE |
| 187 | TABLE R602.3(1) FASTENING SCHEDULE—continued |
| 188 | TABLE R602.3(1)—continued FASTENING SCHEDULE |
| 189 | TABLE R602.3.2 SINGLE TOP-PLATE SPLICE CONNECTION DETAILS |
| 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 PRESSURES TABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING |
| 192 | TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDS 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 | FIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS |
| 196 | FIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING |
| 197 | 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) |
| 198 | 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) |
| 199 | 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 |
| 200 | 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 |
| 201 | TABLE R602.7.5 MINIMUM NUMBER OF FULL-HEIGHT STUDS AT EACH END OF HEADERS IN EXTERIOR WALLSa |
| 202 | TABLE R602.7.3 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa FIGURE R602.7.3 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION |
| 203 | FIGURE R602.10.1.1 BRACED WALL LINES TABLE R602.10.1.3 BRACED WALL LINE SPACING |
| 204 | FIGURE R602.10.1.4 ANGLED WALLS FIGURE R602.10.2.2 LOCATION OF BRACED WALL PANELS |
| 206 | TABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED |
| 207 | TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED |
| 208 | TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED |
| 209 | TABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING |
| 210 | TABLE R602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY |
| 211 | TABLE R602.10.3(3)—continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY |
| 212 | TABLE R602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING |
| 213 | TABLE R602.10.4 BRACING METHODS |
| 214 | TABLE R602.10.4—continued BRACING METHODS |
| 216 | TABLE R602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS |
| 217 | 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 |
| 218 | FIGURE R602.10.6.1 METHOD ABW—ALTERNATE BRACED WALL PANEL FIGURE R602.10.6.2 METHOD PFH—PORTAL FRAME WITH HOLD-DOWNS |
| 219 | FIGURE R602.10.6.3 METHOD PFG—PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C |
| 220 | FIGURE R602.10.6.4 METHOD CS-PF—CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION |
| 221 | TABLE R602.10.6.4 TENSION STRAP CAPACITY FOR RESISTING WIND PRESSURES PERPENDICULAR TO METHODS PFH, PFG AND CS-PF BRACED WALL PANELSa |
| 222 | TABLE R602.10.6.5 METHOD BV-WSP WALL BRACING REQUIREMENTS |
| 223 | FIGURE R602.10.6.5 METHOD BV-WSP—WALL BRACING FOR DWELLINGS WITH STONE AND MASONRY VENEER IN SEISMIC DESIGN CATEGORIES D0, D1 and D2 |
| 224 | FIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING |
| 225 | FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING |
| 226 | FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING FIGURE R602.10.8.2(1) BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS FIGURE R602.10.8.2(2) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES |
| 227 | FIGURE R602.10.8.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES |
| 228 | FIGURE R602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS |
| 229 | FIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION |
| 230 | FIGURE R602.12.1 RECTANGLE CIRCUMSCRIBING AN ENCLOSED BUILDING |
| 231 | TABLE R602.12.4 MINIMUM NUMBER OF BRACING UNITS ON EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE |
| 232 | FIGURE R602.12.5 BRACING UNIT DISTRIBUTION SECTION R603 COLD-FORMED STEEL WALL FRAMING |
| 233 | FIGURE R603.1.2 IN-LINE FRAMING |
| 234 | FIGURE R603.2.3(1) C-SHAPED SECTION FIGURE R603.2.3(2) TRACK SECTION FIGURE R603.2.6.1 WALL STUD WEB HOLES TABLE R603.2.3 LOAD-BEARING COLD-FORMED STEEL STUD SIZES AND THICKNESSES |
| 235 | FIGURE R603.2.6.3 WALL STUD WEB HOLE PATCH |
| 236 | TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTS |
| 237 | TABLE R603.3.1.1(1) GABLE ENDWALL TO FLOOR CONNECTION REQUIREMENTS TABLE R603.3.1.1(2) GABLE ENDWALL BOTTOM TRACK TO FOUNDATION CONNECTION REQUIREMENTS FIGURE R603.3.1(1) WALL TO FLOOR CONNECTION |
| 238 | FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION FIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION |
| 239 | FIGURE R603.3.1(4) WIND UPLIFT CONNECTOR TABLE R603.3.2(1) WALL FASTENING SCHEDULEa |
| 240 | TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY |
| 241 | TABLE R603.3.2(3) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY |
| 242 | TABLE R603.3.2(4) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY |
| 243 | TABLE R603.3.2(5) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY |
| 244 | TABLE R603.3.2(6) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY |
| 245 | TABLE R603.3.2(7) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING |
| 246 | TABLE R603.3.2(8) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING |
| 247 | TABLE R603.3.2(9) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING |
| 248 | TABLE R603.3.2(10) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING |
| 249 | TABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING |
| 250 | TABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING |
| 251 | TABLE R603.3.2(13) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING |
| 252 | TABLE R603.3.2(14) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING |
| 253 | TABLE R603.3.2(15) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING |
| 254 | TABLE R603.3.2(16) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING |
| 255 | TABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHT |
| 256 | TABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHT |
| 257 | FIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY FIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL |
| 258 | FIGURE R603.3.5 TRACK SPLICE FIGURE R603.4 CORNER FRAMING |
| 259 | FIGURE R603.6(1) BOX BEAM HEADER FIGURE R603.6(2) BACK-TO-BACK HEADER |
| 260 | TABLE R603.6(1) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Onlya, b, d |
| 261 | TABLE R603.6(2) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Onlya, b, d |
| 262 | TABLE R603.6(3) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceilinga, b, d |
| 263 | TABLE R603.6(4) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceilinga, b, d |
| 264 | TABLE R603.6(5) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceilinga, b, d |
| 265 | TABLE R603.6(6) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceilinga, b, d |
| 266 | FIGURE R603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL FIGURE R603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL |
| 267 | 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 REQUIREMENTS TABLE R603.8 HEAD AND SILL TRACK SPAN |
| 268 | FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN |
| 269 | TABLE R603.9.2(1) MINIMUM PERCENTAGE OF FULL-HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLS TABLE R603.9.2(2) FULL-HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS FIGURE R603.9.4.2 CORNER STUD HOLD-DOWN DETAIL |
| 270 | 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 |
| 271 | 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 |
| 272 | 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 |
| 273 | 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 SECTION R604 WOOD STRUCTURAL PANELS SECTION R605 PARTICLEBOARD SECTION R606 GENERAL MASONRY CONSTRUCTION |
| 274 | TABLE R606.2.8 MORTAR PROPORTIONS |
| 275 | TABLE R606.2.12 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION |
| 276 | TABLE R606.3.4.1 MINIMUM CORROSION PROTECTION TABLE R606.3.5.1 GROUT SPACE DIMENSIONS AND POUR HEIGHTS |
| 278 | TABLE R606.6.4 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS |
| 279 | TABLE R606.9 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY |
| 280 | FIGURE R606.11(1) ANCHORAGE REQUIREMENTS FOR MASONRY WALLS LOCATED IN SEISMIC DESIGN CATEGORY A, B OR C AND WHERE WIND LOADS ARE LESS THAN 30 PSF |
| 281 | FIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C |
| 282 | FIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1 OR D2 |
| 283 | TABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES TABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDINGS ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1 |
| 284 | 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 |
| 285 | SECTION R607 GLASS UNIT MASONRY |
| 286 | FIGURE R607.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE |
| 287 | SECTION R608 EXTERIOR CONCRETE WALL CONSTRUCTION |
| 288 | TABLE R608.3 DIMENSIONAL REQUIREMENTS FOR WALLSa FIGURE R608.3(1) FLAT WALL SYSTEM |
| 289 | FIGURE R608.3(2) WAFFLE-GRID WALL SYSTEM FIGURE R608.3(3) SCREEN-GRID WALL SYSTEM |
| 291 | TABLE R608.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS FIGURE R608.5.4(1) LAP SPLICES |
| 292 | FIGURE R608.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION FIGURE R608.5.4(3) STANDARD HOOKS |
| 293 | TABLE R608.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND ALTERNATIVE GRADE OF STEEL |
| 295 | 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-FRAMED SECOND STORY 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 |
| 296 | TABLE R608.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS |
| 297 | TABLE R608.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLS |
| 298 | TABLE R608.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLS |
| 299 | TABLE R608.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS |
| 301 | EQUATION R6-1 EQUATION R6-2 |
| 302 | TABLE R608.7(1A) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORY |
| 303 | TABLE R608.7(1A)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORY |
| 304 | TABLE R608.7(1B) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORY |
| 305 | TABLE R608.7(1B)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORY |
| 306 | TABLE R608.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE |
| 307 | TABLE R608.7(1C)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE |
| 308 | TABLE R608.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEETa TABLE R608.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEET |
| 309 | TABLE R608.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLS |
| 310 | FIGURE R608.7(1) MINIMUM SOLID WALL LENGTH |
| 311 | FIGURE R608.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL |
| 312 | FIGURE R608.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS |
| 313 | FIGURE R608.8(1) REINFORCEMENT OF OPENINGS |
| 314 | FIGURE R608.8(2) LINTEL FOR FLAT WALLS |
| 315 | FIGURE R608.8(3) LINTELS FOR WAFFLE-GRID WALLS |
| 316 | FIGURE R608.8(4) LINTELS FOR SCREEN-GRID WALLS |
| 317 | TABLE R608.8(1) LINTEL DESIGN LOADING CONDITIONS |
| 318 | 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 |
| 319 | 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 |
| 320 | 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 |
| 321 | 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 |
| 322 | 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 |
| 323 | 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 |
| 324 | 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 |
| 325 | 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 |
| 326 | 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 |
| 327 | 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 |
| 328 | 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 |
| 329 | 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 |
| 330 | 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 |
| 331 | TABLE R608.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS |
| 332 | TABLE R608.8(9)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS TABLE R608.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN-GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS |
| 334 | FIGURE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 335 | TABLE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 336 | FIGURE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL |
| 337 | TABLE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL |
| 338 | FIGURE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING, PERPENDICULAR |
| 339 | TABLE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 340 | FIGURE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 341 | TABLE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 342 | FIGURE R608.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 343 | TABLE R608.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 344 | FIGURE R608.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL |
| 345 | TABLE R608.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL |
| 346 | FIGURE R608.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 347 | TABLE R608.9(7) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 348 | FIGURE R608.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 349 | TABLE R608.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 350 | FIGURE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 351 | TABLE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 352 | FIGURE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 353 | TABLE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 354 | FIGURE R608.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 355 | TABLE R608.9(11) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 356 | FIGURE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 357 | TABLE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 358 | SECTION R609 EXTERIOR WINDOWS AND DOORS |
| 359 | 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 |
| 360 | 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 |
| 361 | SECTION R610 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION |
| 362 | FIGURE R610.4 SIP WALL PANEL |
| 363 | TABLE R610.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY (inches) |
| 364 | TABLE R610.5(2) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF ONLY (inches) |
| 365 | FIGURE R610.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS FIGURE R610.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS |
| 366 | FIGURE R610.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION FIGURE R610.5(4) SIP WALL-TO-WALL PLATFORM FRAME CONNECTION |
| 367 | FIGURE R610.5(5) SIP WALL-TO-WALL HANGING FLOOR FRAME CONNECTION FIGURE R610.5.1 SIP WALL FRAMING CONFIGURATION |
| 368 | FIGURE R610.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT FIGURE R610.5.4 SIP CORNER FRAMING DETAIL |
| 369 | FIGURE R610.8 TYPICAL SIP WALL PANEL-TO-PANEL CONNECTION DETAILS TABLE R610.8 MAXIMUM SPANS FOR 117/8-INCH OR DEEPER SIP HEADERS |
| 370 | CHAPTER 7 WALL COVERING SECTION R701 GENERAL SECTION R702 INTERIOR COVERING TABLE R702.1(1) THICKNESS OF PLASTER |
| 371 | TABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME |
| 373 | TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS |
| 374 | TABLE R702.3.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES TABLE R702.4.2 BACKER BOARD MATERIALS TABLE R702.7.1 CLASS III VAPOR RETARDERS |
| 375 | SECTION R703 EXTERIOR COVERING |
| 376 | TABLE R703.3(1) SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS |
| 377 | TABLE R703.3(1)—continued SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS |
| 378 | TABLE R703.3(2) SCREW FASTENER SUBSTITUTION FOR SIDING ATTACHMENT TO COLD-FORMED STEEL LIGHT FRAME CONSTRUCTION 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 |
| 380 | TABLE R703.6.1 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLS |
| 381 | TABLE R703.6.3(1) SINGLE-COURSE SIDEWALL FASTENERS TABLE R703.6.3(2) DOUBLE-COURSE SIDEWALL FASTENERS |
| 382 | FIGURE R703.8 TYPICAL MASONRY VENEER WALL DETAILSe |
| 383 | FIGURE R703.8—continued TYPICAL MASONRY VENEER WALL DETAILSe |
| 384 | 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 |
| 385 | FIGURE R703.8.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES FIGURE R703.8.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS |
| 386 | TABLE R703.8.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER TABLE R703.8.3.2 HEIGHT OF MASONRY VENEER ABOVE OPENING FIGURE R703.8.3.2 MASONRY VENEER OPENING |
| 387 | TABLE R703.8.4(1) TIE ATTACHMENT AND AIRSPACE REQUIREMENTS |
| 388 | TABLE R703.8.4(2) REQUIRED BRICK TIE SPACING FOR DIRECT APPLICATION TO WOOD STRUCTURAL PANEL SHEATHINGa |
| 390 | TABLE R703.11.2 ADJUSTED MINIMUM DESIGN WIND PRESSURE REQUIREMENT FOR VINYL SIDING |
| 392 | TABLE R703.15.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa TABLE R703.15.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa |
| 393 | TABLE R703.16.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa TABLE R703.16.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa |
| 394 | CHAPTER 8 ROOF-CEILING CONSTRUCTION SECTION R801 GENERAL SECTION R802 WOOD ROOF FRAMING |
| 396 | TABLE R802.4.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180) |
| 397 | 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) |
| 398 | TABLE R802.4.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240) |
| 399 | TABLE R802.4.1(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240) |
| 400 | TABLE R802.4.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180) |
| 401 | 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) |
| 402 | TABLE R802.4.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240) |
| 403 | TABLE R802.4.1(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240) |
| 404 | TABLE R802.4.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180) |
| 405 | 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) |
| 406 | TABLE R802.4.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240) |
| 407 | TABLE R802.4.1(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240) |
| 408 | TABLE R802.4.1(7) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling not attached to rafters, L/Δ = 180) |
| 409 | 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) |
| 410 | TABLE R802.4.1(8) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling attached to rafters, L/Δ = 240) |
| 411 | TABLE R802.4.1(8)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling attached to rafters, L/Δ = 240) |
| 412 | FIGURE R802.4.5 BRACED RAFTER CONSTRUCTION |
| 413 | TABLE R802.5.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 414 | TABLE R802.5.1(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 415 | TABLE R802.5.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240) |
| 416 | 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) |
| 417 | TABLE R802.5.2 RAFTER/CEILING JOIST HEEL JOINT CONNECTIONS |
| 418 | FIGURE R802.7.1.1 RAFTER NOTCH |
| 419 | FIGURE R802.7.1.2 CEILING JOIST TAPER CUT |
| 420 | SECTION R803 ROOF SHEATHING TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING |
| 421 | TABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION) |
| 422 | TABLE R802.11—continued RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION) |
| 423 | SECTION R804 COLD-FORMED STEEL ROOF FRAMING FIGURE R804.1.2 IN-LINE FRAMING |
| 424 | TABLE R804.2.3 LOAD-BEARING COLD-FORMED STEEL ROOF FRAMING MEMBER SIZES AND THICKNESSES FIGURE R804.2.3(1) C-SHAPED SECTION FIGURE R804.2.3(2) TRACK SECTION |
| 425 | FIGURE R804.2.6.1 ROOF FRAMING MEMBER WEB HOLES |
| 426 | FIGURE R804.2.6.3 ROOF FRAMING MEMBER WEB HOLE PATCH |
| 427 | FIGURE R804.3 COLD-FORMED STEEL ROOF CONSTRUCTION TABLE R804.3 ROOF FRAMING FASTENING SCHEDULE |
| 428 | TABLE R804.3.1.1(1) CEILING JOIST SPANS 10 PSF LIVE LOAD (NO ATTIC STORAGE) |
| 429 | TABLE R804.3.1.1(2) CEILING JOIST SPANS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE) TABLE R804.3.1.1(3) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTION |
| 430 | FIGURE R804.3.1.1 JOIST TO RAFTER CONNECTION FIGURE R804.3.1.3(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPED, TRACK OR COLD-ROLLED CHANNEL |
| 431 | FIGURE R804.3.1.3(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING FIGURE R804.3.1.4 SPLICED CEILING JOISTS |
| 432 | FIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS |
| 433 | TABLE R804.3.2.1(1) ROOF RAFTER SPANS TABLE R804.3.2.1(2) ULTIMATE DESIGN WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION |
| 434 | 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 |
| 435 | FIGURE R804.3.5(1) ROOF OR CEILING OPENING |
| 436 | 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 FEET |
| 437 | FIGURE R804.3.7.1(1) CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL FIGURE R804.3.7.1(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL |
| 438 | FIGURE R804.3.7.2 ROOF BLOCKING DETAIL SECTION R805 CEILING FINISHES SECTION R806 ROOF VENTILATION |
| 440 | TABLE R806.5 INSULATION FOR CONDENSATION CONTROL SECTION R807 ATTIC ACCESS |
| 442 | CHAPTER 9 ROOF ASSEMBLIES SECTION R901 GENERAL SECTION R902 FIRE CLASSIFICATION SECTION R903 WEATHER PROTECTION |
| 443 | SECTION R904 MATERIALS SECTION R905 REQUIREMENTS FOR ROOF COVERINGS |
| 444 | TABLE R905.1.1(1) UNDERLAYMENT TYPES TABLE R905.1.1(2) UNDERLAYMENT APPLICATION |
| 445 | TABLE R905.1.1(2)—continued UNDERLAYMENT APPLICATION |
| 446 | TABLE R905.1.1(3) UNDERLAYMENT ATTACHMENT |
| 447 | TABLE R905.2.4.1 CLASSIFICATION OF ASPHALT ROOF SHINGLES |
| 448 | TABLE R905.2.8.2 VALLEY LINING MATERIAL |
| 449 | TABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT |
| 450 | TABLE R905.6.5 SLATE SHINGLE HEADLAP TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS |
| 451 | 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 TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENT |
| 452 | TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE |
| 453 | TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS TABLE R905.10.3(1) METAL ROOF COVERING STANDARDS |
| 454 | TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS TABLE R905.14.3 PROTECTIVE COATING MATERIAL STANDARDS |
| 455 | SECTION R906 ROOF INSULATION TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION R907 ROOFTOP-MOUNTED PHOTOVOLTAIC PANEL SYSTEMS |
| 456 | SECTION R908 REROOFING |
| 458 | CHAPTER 10 CHIMNEYS AND FIREPLACES SECTION R1001 MASONRY FIREPLACES |
| 459 | TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS |
| 460 | FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS |
| 461 | FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES |
| 462 | SECTION R1002 MASONRY HEATERS SECTION R1003 MASONRY CHIMNEYS |
| 464 | 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 |
| 465 | FIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS |
| 466 | TABLE R1003.20 CRICKET DIMENSIONS FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES SECTION R1004 FACTORY-BUILT FIREPLACES |
| 467 | FIGURE R1003.20 CHIMNEY CRICKET SECTION R1005 FACTORY-BUILT CHIMNEYS |
| 468 | SECTION R1006 EXTERIOR AIR SUPPLY |
| 470 | PART IX—REFERENCED STANDARDS CHAPTER 44 REFERENCED STANDARDS AAMA ACCA ACI |
| 471 | AISI ANSI |
| 472 | APA ASCE/SEI ASME |
| 473 | ASTM |
| 482 | AWC AWPA CPA CPSC |
| 483 | CSA CSSB DASMA DOC FEMA |
| 484 | FM GA HPVA ICC |
| 485 | ISO NFPA PCA SBCA |
| 486 | TMS TPI UL |
| 487 | ULC WDMA WMA |
| 488 | INDEX |
