ICC IRC CommentaryVol I 2ndptg 2015
$100.21
International Residential Code and Commentary Volume 1
| Published By | Publication Date | Number of Pages |
| ICC | 2015 | 885 |
This comprehensive publication provides a convenient reference for regulations in chapters 1 through 11 of the 2015 International Residential Code® (IRC®). The commentary series is presented in an easy-to-understand format. Every chapter begins with “General Comments” and “Purpose” sections followed by code and commentary to subsequent sections, tables and figures. This in-depth publication focuses on providing the full meaning and implications of the 2015 IRC®.
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| PDF Pages | PDF Title |
|---|---|
| 1 | 2015 INTERNATIONAL RESIDENTIAL CODE AND COMMENTARY VOLUME 1 |
| 2 | 2015 IRC® CODE AND COMMENTARY VOLUME 1 TITLE PAGE |
| 3 | COPYRIGHT |
| 4 | PREFACE |
| 6 | TABLE OF CONTENTS |
| 8 | PART I—ADMINISTRATIVE CHAPTER 1: SCOPE AND ADMINISTRATION GENERAL COMMENTS |
| 9 | PURPOSE PART 1—SCOPE AND APPLICATION SECTION R101 GENERAL |
| 10 | SECTION R102 APPLICABILITY |
| 12 | PART 2—ADMINISTRATION AND ENFORCEMENT SECTION R103 DEPARTMENT OF BUILDING SAFETY SECTION R104 DUTIES AND POWERS OF THE BUILDING OFFICIAL |
| 14 | FIGURE R104.5 PERSONNEL IDENTIFICATION BADGE |
| 17 | SECTION R105 PERMITS |
| 21 | SECTION R106 CONSTRUCTION DOCUMENTS |
| 25 | SECTION R107 TEMPORARY STRUCTURES AND USES SECTION R108 FEES |
| 26 | SECTION R109 INSPECTIONS |
| 28 | SECTION R110 CERTIFICATE OF OCCUPANCY |
| 29 | FIGURE R110.3 CERTIFICATE OF OCCUPANCY |
| 30 | SECTION R111 SERVICE UTILITIES |
| 31 | SECTION R112 BOARD OF APPEALS SECTION R113 VIOLATIONS |
| 32 | SECTION R114 STOP WORK ORDER BIBLIOGRAPHY |
| 33 | FIGURE R114.1 STOP WORK ORDER |
| 34 | PART II—DEFINITIONS CHAPTER 2: DEFINITIONS GENERAL COMMENTS PURPOSE SECTION R201 GENERAL |
| 35 | SECTION R202 DEFINITIONS |
| 36 | FIGURE R202(1) AIR ADMITTANCE VALVE OPEN TO ADMIT AIR TO RELIEVE NEGATIVE PRESSURE FIGURE R202(2) AIR ADMITTANCE VALVE CLOSES AND SEALS VENT UNDER ZERO OR POSITIVE PRESSURE |
| 37 | FIGURE R202(3) AIR GAP, AIR BREAK |
| 41 | FIGURE R202(4) BRANCH VENT |
| 42 | FIGURE R202(5) DRAINAGE SYSTEM COMPONENTS |
| 46 | FIGURE R202(6) ELECTRIC HYDRONIC CONVECTOR |
| 50 | FIGURE R202(7) FULL OPENING EXHAUST HOOD |
| 53 | FIGURE R202(8) FIRE-SEPERATION DISTANCE FIGURE R202(9) FIXTURE AND HORIZONTAL BRANCH DRAIN FIGURE R202(10) FIXTURE DRAIN |
| 58 | FIGURE R202(11) HEIGHT OF BUILDING FIGURE R202(12) STORY HEIGHT |
| 59 | FIGURE R202(13) HIGH TEMPERATURE CHIMNEY |
| 72 | FIGURE R202(14) RUNNING BOND MASONRY |
| 75 | FIGURE R202(15) THREE STORY BUILDING |
| 77 | FIGURE R202(16) SUMP PUMP |
| 78 | FIGURE R202(17) DEPTH OF WATER SEAL |
| 82 | BIBLIOGRAPHY |
| 84 | PART III—BUILDING PLANNING AND CONSTRUCTION CHAPTER 3: BUILDING PLANNING GENERAL COMMENTS |
| 85 | PURPOSE SECTION R301 DESIGN CRITERIA |
| 89 | TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA |
| 90 | TABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B |
| 91 | 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 |
| 92 | FIGURE R301.2(2) SEISMIC DESIGN CATEGORIES—SITE CLASS D |
| 93 | FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D |
| 94 | FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D |
| 95 | FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D |
| 96 | FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D |
| 97 | FIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETE |
| 98 | FIGURE R301.2(4) A ULTIMATE DESIGN WIND SPEEDS |
| 99 | FIGURE R301.2(4)B REGIONS WHERE WIND DESIGN IS REQUIRED |
| 100 | FIGURE R301.2(5) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb/ft2) |
| 101 | FIGURE R301.2(5)—continued GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb/ft2) |
| 102 | FIGURE R301.2(6) TERMITE INFESTATION PROBABILITY MAP |
| 103 | FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES FIGURE R301.2(8) FROST LINE DEPTH |
| 104 | FIGURE R301.2.1 WIND FORCES ACTING ON AREA |
| 107 | FIGURE R301.2.1.1.1 SUNROOM MINIMUM REQUIREMENTS |
| 108 | TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS TABLE R301.2.1.3 WIND SPEED CONVERSIONS |
| 110 | TABLE R301.2.1.5.1 ULTIMATE DESIGN WIND SPEED MODIFICATION FOR TOPOGRAPHIC WIND EFFECT |
| 111 | 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 FIGURE R301.2.1.5.1(3) UPWIND OBSTRUCTION |
| 112 | FIGURE R301.2.2 SEISMIC FORCE |
| 113 | TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION |
| 116 | FIGURE R301.2.2.2.5(1) BRACED WALL PANELS OUT OF PLANE FIGURE R301.2.2.2.5(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK |
| 117 | FIGURE R301.2.2.2.5(3) FLOOR OR ROOF NOT SUPPORTED AT ALL EDGES FIGURE R301.2.2.2.5(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE |
| 118 | FIGURE R301.2.2.2.5(5) BRACED WALL PANEL EXTENSION OVER OPENING FIGURE R301.2.2.2.5(6) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS FIGURE R301.2.2.2.5(7) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY |
| 119 | FIGURE R301.2.2.2.5(8) BRACED WALL LINES NOT PERPENDICULAR |
| 122 | FIGURE R301.4 MINIMUM DESIGN DEAD LOADS FOR TYPICAL RESIDENTIAL COMPONENTS |
| 123 | TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION |
| 124 | TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS FIGURE R301.7 BEAM DEFLECTION SECTION R302 FIRE-RESISTANT CONSTRUCTION |
| 126 | TABLE R302.1(1) EXTERIOR WALLS |
| 127 | TABLE R302.1(2) EXTERIOR WALLS—DWELLINGS WITH FIRE SPRINKLERS FIGURE R302.1(1) EXTERIOR WALLS AND PROJECTIONS FOR DWELLINGS WITHOUT AUTOMATIC SPRINKLER SYSTEMS |
| 128 | FIGURE R302.1(2) EXTERIOR WALL FIRE-RESISTANCE-RATED REQUIREMENTS AND PROHIBITED OPENINGS FOR DWELLINGS WITHOUT AUTOMATIC SPRINKLER SYSTEMS FIGURE R302.1(3) EXTERIOR WALL FIRE-RESISTANCE-RATED REQUIREMENTS AND PROHIBITED OPENINGS FOR DWELLINGS WITHOUT AUTOMATIC SPRINKLER SYSTEMS |
| 129 | FIGURE R302.1 MINIMUM FIRE SEPARATION DISTANCE COMPARISON (NONRATED CONSTRUCTION) FIGURE R302.2 DWELLING UNIT SEPARATION FOR TOWNHOUSES |
| 131 | FIGURE R302.2.2(1) PARAPET REQUIREMENTS FOR WALL BETWEEN TOWNHOUSES FIGURE R302.2.2(2) EXCEPTION TO ELIMINATE PARAPET |
| 132 | FIGURE R302.2.3 PARAPET REQUIREMENTS |
| 133 | FIGURE R302.3 DWELLING UNIT SEPARATIONS IN TWO-FAMILY DWELLINGS |
| 134 | FIGURE R302.3.1 SUPPORT OF DWELLING UNIT SEPARATION |
| 135 | FIGURE R302.4.1 TYPES OF PENETRATIONS |
| 137 | FIGURE R302.4.2(1) MEMBRANE PENETRATION BY OUTLET BOX |
| 138 | FIGURE R302.4.2(2) EXCEPTION TO ANNULAR SPACE PROTECTION |
| 139 | FIGURE R302.5.2 GARAGE/DWELLING SEPARATION |
| 140 | TABLE R302.6 DWELLING-GARAGE SEPARATION FIGURE R302.6 SEPARATION BETWEEN ATTACHED GARAGES AND DWELLING UNITS |
| 142 | FIGURE R302.9.4 INTERIOR FIRE TEST ROOM DIMENSIONS |
| 143 | FIGURE R302.10.1 INSULATION FACING |
| 144 | FIGURE R302.11(1) FIRESTOPPING—BALLON FRAMING FIGURE R302.11(2) FIRESTOPPING—PLATFORM FRAMING FIGURE R302.11(3) FIRESTOPPING—FURRED SOFFIT FIGURE R302.11(4) FIRESTOPPING—DROPPED CEILING FIGURE R302.11(5) FIRESTOPPING—COVE CEILING |
| 145 | FIGURE R302.11(6) FIRESTOPPING—AT TUB FIGURE R301.11(7) FIRESTOPPING—AT STAIRWAYS FIGURE R302.11(8) FIRESTOPPING—AROUND PIPING |
| 146 | FIGURE R302.11(9) FIRESTOPPING—AROUND MASONRY CHIMNEYS AND FIREPLACES |
| 148 | FIGURE 302.12(1) DRAFTSTOPPING OF CEILING SUSPENDED UNDER FLOOR FRAMING |
| 149 | FIGURE 302.12(2) DRAFTSTOPPING OF TRUSS-TYPE FLOOR FRAMING |
| 150 | SECTION R303 LIGHT, VENTILATION AND HEATING |
| 151 | FIGURE R303.2 NATURAL LIGHT |
| 152 | FIGURE R303.4.1 AIR INTAKE OPENING LOCATIONS |
| 154 | FIGURE R303.7 STAIRWAY ILLUMINATION |
| 155 | FIGURE R303.10 REQUIRED HEATING SECTION R304 MINIMUM ROOM AREAS FIGURE R304.1 ROOM AREA AND DIMENSIONS FIGURE R304.3 HEIGHT EFFECT ON ROOM AREA |
| 156 | SECTION R305 CEILING HEIGHT |
| 157 | SECTION R306 SANITATION SECTION R307 TOILET, BATH AND SHOWER SPACES SECTION R308 GLAZING |
| 158 | FIGURE R307.1 MINIMUM FIXTURE CLEARANCES |
| 161 | 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 FIGURE R308.4(1) HAZARDOUS LOCATIONS |
| 162 | FIGURE R308.4(2) PROTECTIVE BAR ALTERNATIVE (Section R308.4.3, Exception 2) FIGURE R308.4(3) GLAZING IN PANELS ADJACENT TO DOORS—ELEVATION(Section R308.4.2) |
| 163 | FIGURE R308.4(4) GLAZING IN PANELS ADJACENT TO DOORS—PLAN (Section R308.4.2) FIGURE R308.4(5) BARRIER BETWEEN GLAZING AND DOOR (Section R308.4.2, Exception 2) |
| 164 | FIGURE R308.4(6) GLAZING IN PANELS ADJACENT TO DOORS -PLAN (Section R308.4.2, Item 2) FIGURE R308.4(7) GLAZING WITHIN A SHOWER ENCLOSURE |
| 165 | FIGURE R308.4(8) GLAZING IN WET AREAS ADJACENT OT HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND SWIMMING POOLS FIGURE R308.4(9) GLAZING AND WET SURFACES-PLAN VIEW (Section R308.4.5, Exception) |
| 166 | FIGURE R308.4(10) GLAZING ADJACENT TO STAIRWAYS (Section to R308.4.6) FIGURE R308.4(11) GLAZING ADJACENT TO THE BOTTOM STAIR LANDING (Section R308.4.7) |
| 168 | FIGURE R308.4.7 PROHIBITED GLAZING LOCATIONS AT BOTTOM STAIR LANDINGS |
| 171 | SECTION R309 GARAGES AND CARPORTS SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS |
| 173 | FIGURE R310.2.1 EMERGENCY ESCAPE AND RESCUE WINDOW |
| 174 | FIGURE R310.2.3 WINDOW WELLS |
| 176 | SECTION R311 MEANS OF EGRESS |
| 177 | FIGURE R311.3.1 THRESHOLD HEIGHTS |
| 178 | FIGURE R311.7.1 STAIRWAY CLEARANCES |
| 179 | FIGURE R311.7.2(1) MINIMUM HEADROOM |
| 180 | FIGURE R311.7.2(2) EXAMPLE OF EXCEPTION TO SECTION R311.7.2 |
| 182 | FIGURE R311.7.5.1(1) CONVENTIONAL STAIRWAY FIGURE R311.7.5.1(2) STAIR TOLERANCES FIGURE R311.7.5.2.1(1) WINDERS |
| 183 | FIGURE R311.7.5.2.1(2) WINDERS USED FOR CIRCULAR STAIRWAY FIGURE R311.7.5.3 NOSINGS |
| 184 | FIGURE R311.7.6 (1) LANDINGS AT STAIRS AND DOORS |
| 185 | FIGURE R311.7.6(2) EXAMPLE OF LANDING OF SHAPES OTHER THAN SQUARE OR RECTANGULAR |
| 186 | FIGURE R311.7.8.2 HANDRAILS |
| 187 | FIGURE R311.7.8.3(1) TYPE I HANDRAIL FIGURE R311.7.8.3(2) TYPE II HANDRAIL FIGURE R311.7.10.1 SPIRAL STAIRS |
| 188 | FIGURE R311.7.10.2 BULKHEAD ENCLOSURE STAIRWAY |
| 189 | FIGURE R311.7.11 TYPICAL ALTERNATING TREAD DEVICE |
| 190 | FIGURE R311.7.12 TYPICAL SHIP’S LADDER |
| 191 | SECTION R312 GUARDS AND WINDOW FALL PROTECTION |
| 192 | FIGURE R312.1.1 DROP OFF AND GUARD HEIGHT REQUIREMENTS |
| 193 | FIGURE R312.1.2 STAIRWAY GUARD FIGURE R312.1.3 GUARD REQUIREMENTS |
| 194 | FIGURE R312.2.1 WINDOW SILL HEIGHT |
| 195 | SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS SECTION R314 SMOKE ALARMS |
| 197 | FIGURE R314.3(1) LOCATION OF SMOKE ALARMS FIGURE R314.3(2) SMOKE ALARM LOCATION |
| 198 | SECTION R315 CARBON MONOXIDE ALARMS |
| 200 | FIGURE R315.3 LOCATION OF CARBON MONOXIDE ALARMS SECTION R316 FOAM PLASTIC |
| 201 | FIGURE R316.1 USE AND INSTALLATION REQUIREMENTS OF FOAM PLASTIC IN BUILDING CONSTRUCTION |
| 203 | FIGURE R316.5.1 ENCAPSULATED FOAM PLASTIC |
| 204 | FIGURE R316.5.3 FOAM PLASTIC, ATTIC AND CRAWL SPACES |
| 206 | FIGURE R316.5.11 FOAM PLASTIC SPRAY APPLIED TO SILL PLATE AND HEADER |
| 208 | SECTION R317 PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY |
| 209 | FIGURE R317.1(1) MINIMUM SEPARATION OF NONTREATED WOOD FROM GROUND FIGURE R317.1(2) WOOD SILLS ON FOUNDATION WALLS |
| 210 | FIGURE R317.1.2 WOOD POST EMBEDDED IN CONCRETE FIGURE R317.1(3) WOOD SILLS AND SLEEPERS FIGURE R317.1(4) NONTREATED WOOD PROJECTING INTO BEAM POCKET FIGURE R317.1(5) NONTREATED WOOD SIDING OR SHEATHING |
| 212 | FIGURE R317.2.1 TYPICAL LABEL FOR PRESSURE-TREATED WOOD |
| 213 | SECTION R318 PROTECTION AGAINST SUBTERRANEAN TERMITES |
| 214 | SECTION R319 SITE ADDRESS SECTION R320 ACCESSIBILITY |
| 215 | SECTION R321 ELEVATORS AND PLATFORM LIFTS |
| 216 | SECTION R322 FLOOD-RESISTANT CONSTRUCTION |
| 222 | FIGURE R322.2 SAMPLE FIRM WITH LiMWA |
| 226 | SECTION R323 STORM SHELTERS |
| 227 | SECTION 324 SOLAR ENERGY SYSTEMS |
| 228 | SECTION R325 MEZZANINES |
| 229 | SECTION R326 SWIMMING POOLS, SPAS AND HOT TUBS BIBLIOGRAPHY |
| 234 | CHAPTER 4: FOUNDATIONS GENERAL COMMENTS PURPOSE SECTION R401 GENERAL |
| 235 | FIGURE R401.3(1) LOT GRADING EXAMPLE |
| 236 | FIGURE R401.3(2) LOT GRADING EXAMPLE TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS |
| 237 | SECTION R402 MATERIALS |
| 238 | FIGURE R402.1.2 EXAMPLE OF QUALITY MARK FOR PRESSURE-TREATED LUMBER TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE |
| 239 | SECTION R403 FOOTINGS |
| 241 | TABLE R403.1(1) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION (inches)a, b |
| 242 | TABLE R403.1(2) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION WITH BRICK VENEER (inches)a, b |
| 243 | TABLE R403.1(3) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS WITH CAST-IN-PLACE CONCRETE OR FULLY GROUTED MASONRY WALL CONSTRUCTION (inches)a, b |
| 244 | FIGURE R403.1(1) PLAIN CONCRETE FOOTINGS WITH MASONRY AND CONCRETE STEM WALLS IN SDC A, B AND C |
| 245 | FIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION |
| 246 | FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION |
| 247 | FIGURE R403.1.2 CONTINUOUS FOOTING REQUIREMENTS IN HIGH-SEISMIC REGIONS |
| 249 | FIGURE R403.1.3 REINFORCED CONCRETE FOOTINGS AND MASONRY AND CONCRETE STEM WALLS IN SDC D0, D1 AND D2 |
| 250 | FIGURE R403.1.4 RECOMMENDATION FOR ADJACENT FOOTINGS AT DIFFERENT ELEVATIONS |
| 252 | FIGURE R403.1.5 RECOMMENDATION FOR STEPPED WALL FOOTINGS |
| 253 | FIGURE R403.1.6 WOOD SILL PLATE ANCHORAGE TO FOUNDATIONS |
| 254 | FIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES FIGURE R403.1.7.2(1) BUILDINGS ADJACENT TO ASCENDING SLOPE EXCEEDING 1 TO 1 |
| 255 | FIGURE R403.1.7.2(2) BUILDINGS ADJACENT TO DESCENDING SLOPE EXCEEDING 1 TO 1 FIGURE R403.1.7.3 DETERMINATION OF FOUNDATION ELEVATION ON GRADED SITES |
| 257 | TABLE R403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS FIGURE R403.3(1) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS |
| 258 | FIGURE R403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD |
| 259 | TABLE R403.3(2) AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY |
| 260 | TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY |
| 261 | TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY |
| 262 | TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY |
| 263 | TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY |
| 264 | FIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE |
| 265 | FIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE |
| 266 | 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 TABLE R403.4 MINIMUM DEPTH OF CRUSHED STONE FOOTINGS |
| 267 | SECTION R404 FOUNDATION AND RETAINING WALLS FIGURE R404.1.1 FOUNDATION WALL WITH UNBALANCED FILL |
| 268 | TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLSf |
| 269 | TABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 5 INCHES |
| 270 | TABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 6.75 INCHESa, |
| 271 | TABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 8.75 INCHESa, c, f |
| 272 | TABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLSa, b TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS |
| 273 | TABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLS |
| 274 | TABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS |
| 275 | TABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS |
| 276 | TABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS |
| 277 | TABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLS |
| 278 | TABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10- AND 12-INCH NOMINAL FLAT BASEMENT WALLS |
| 279 | TABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEEL |
| 285 | FIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS |
| 286 | FIGURE R404.1.7 BEARING FOUNDATION WALLS AGAINST LATERAL EARTH PRESSURE |
| 288 | TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure) |
| 289 | SECTION R405 FOUNDATION DRAINAGE |
| 290 | TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM |
| 291 | FIGURE R405.1(1) FOUNDATION DRAINAGE FOR HABITABLE SPACE BELOW GRADE SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING |
| 292 | FIGURE R405.1(2) OTHER SUGGESTED METHODS OF FOUNDATION DRAINAGE |
| 293 | FIGURE R406.1(1) DAMPPROOFING OF MASONRY FOUNDATION WALL [see also Figure R405.1(1)] FIGURE R406.1(2) DAMPPROOFING OF CONCRETE FOUNDATION WALL [see also Figure R405.1(1)] |
| 294 | FIGURE R406.2 METHODS OF WATERPROOFING BASEMENT WALLS [see also Figures R405.1(1) and R405.1(2) for typical drainage details] |
| 295 | SECTION R407 COLUMNS FIGURE R407.3(1) COLUMN ANCHORAGE FIGURE R407.3(2) COLUMN ANCHORAGE FIGURE R407.3(3) COLUMN ANCHORAGE SECTION R408 UNDER-FLOOR SPACE |
| 296 | FIGURE R408.1 CRAWL-SPACE VENTILATION |
| 298 | BIBLIOGRAPHY |
| 300 | CHAPTER 5: FLOORS GENERAL COMMENTS PURPOSE SECTION R501 GENERAL SECTION R502 WOOD FLOOR FRAMING |
| 301 | FIGURE R502.1 GRADE MARK EXAMPLES FIGURE R502.1.1 TREATED LUMBER GRADE MARK |
| 303 | FIGURE R502.2 FLOOR CONSTRUCTION |
| 305 | TABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/∆ = 360)a |
| 306 | TABLE R502.3.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/∆ = 360)a |
| 307 | TABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/∆ = 360)b |
| 308 | TABLE R502.3.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/∆ = 360)bLUMBER SPECIES |
| 309 | 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) |
| 310 | TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONY FIGURE R502.4(1) DOUBLE JOIST UNDER BEARING PARTITION |
| 311 | FIGURE R502.4(2) SPACED JOISTS UNDER BEARING PARTITION WITH BLOCKING AT PENETRATION FIGURE R502.5(1) GIRDER SPAN-SPACING RELATIONSHIP |
| 312 | FIGURE R502.6(1) FLOOR JOIST BEARING ON WOOD FIGURE R502.6(2) FLOOR JOIST BEARING ON MASONRY |
| 313 | FIGURE R502.6(3) FLOOR JOIST BEARING ON RIBBON STRIP FIGURE R502.6(4) JOIST HANGER AT DOUBLE TOP PLATE |
| 314 | FIGURE R502.6.1 JOIST AT GIRDER FIGURE R502.6.2(1) JOIST HANGER AT GIRDER FIGURE R502.6.2(2) LEDGER STRIPS AT BEAM OR GIRDER |
| 315 | FIGURE R502.7 BLOCKING OF JOISTS FIGURE R502.7.1 INTERMEDIATE LATERAL SUPPORT |
| 316 | FIGURE R502.8 CUTTING, NOTCHING AND DRILLING |
| 317 | FIGURE R502.9 POSITIVE CONNECTION BETWEEN POSTS AND GIRDERS |
| 318 | FIGURE R502.10(1) FLOOR FRAMING FOR MAXIMUM 4-FOOT OPENINGS FIGURE R502.10(2) FLOOR FRAMING FOR GREATER THAN 4-FOOT OPENINGS |
| 319 | FIGURE R502.10(3) HANGERS FOR JOIST-HEADER CONNECTION |
| 320 | SECTION R503 FLOOR SHEATHING TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING FIGURE R503.1(1) FLOOR SHEATHING AS SUBFLOORING |
| 321 | FIGURE R503.1(2) SUBFLOOR (FLOOR SHEATHING) ORIENTATION FIGURE R503.1.1 SUBFLOOR (FLOOR SHEATHING) ORIENTATION |
| 322 | FIGURE R503.2.1 PLYWOOD GRADE MARK EXAMPLES |
| 323 | TABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENT |
| 324 | TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENT FIGURE R503.2.2(1) IDENTIFICATION OF PLYWOOD SUBFLOOR SPAN LIMITATIONS |
| 325 | FIGURE R503.2.2(2) COMBINATION SUBFLOOR UNDERLAYMENT ALTERNATIVES FIGURE R503.3.1 PARTICLEBOARD GRADE MARK EXAMPLE |
| 326 | SECTION R504 PRESSURE PRESERVATIVE TREATED WOOD FLOORS (ON GROUND) SECTION R505 COLD-FORMED STEEL FLOOR FRAMING |
| 327 | FIGURE R505.1.1 STEEL FRAMING APPLICABILITY LIMITS |
| 328 | FIGURE R505.1.2 IN-LINE FRAMING |
| 329 | FIGURE R505.2.3(1) C-SHAPED SECTION FIGURE R505.2.3(2) TRACK SECTION |
| 330 | TABLE R505.2.3 COLD-FORMED STEEL JOIST SIZES AND THICKNESS |
| 331 | FIGURE R505.2.6.1 FLOOR JOIST WEB HOLES |
| 332 | FIGURE R505.2.6.3 FLOOR JOIST WEB HOLE PATCH TABLE R505.3.1(1) FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS |
| 333 | TABLE R505.3.1(2) FLOOR FASTENING SCHEDULE FIGURE 505.3.1(1) FLOOR TO EXTERIOR LOAD-BEARING WALL STUD CONNECTION |
| 334 | FIGURE R505.3.1(2) FLOOR TO WOOD SILL CONNECTION FIGURE R505.3.1(3) FLOOR TO FOUNDATION CONNECTION |
| 335 | FIGURE R505.3.1(4) CANTILEVERED FLOOR TO FOUNDATION CONNECTION FIGURE R505.3.1(5) CANTILEVERED FLOOR TO WOOD SILL CONNECTION |
| 336 | 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 |
| 337 | FIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL FIGURE R505.3.1(9) BEARING STIFFENERS FOR END JOISTS |
| 338 | TABLE R505.3.2 ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—SINGLE OR CONTINUOUS SPANS |
| 339 | FIGURE R505.3.2 SPAN ARRANGEMENT FOR FLOOR JOIST CONTINUOUS OVER SUPPORT |
| 340 | FIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID) FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP) |
| 341 | FIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS FIGURE R505.3.4(2) BEARING STIFFENER |
| 342 | FIGURE R505.3.7 TRACK SPLICE |
| 343 | 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 |
| 344 | 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 |
| 345 | SECTION R506 CONCRETE FLOORS (ON GROUND) FIGURE R506.1 CONCRETE SLAB-ON-GROUND REQUIREMENTS |
| 346 | SECTION R507 EXTERIOR DECKS |
| 347 | TABLE R507.2 DECK LEDGER CONNECTION TO BAND JOIST (Deck live load = 40 psf, deck dead load = 10 psf, snow load ≤ 40 psf) TABLE R507.2.1 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS |
| 348 | FIGURE R507.2.1(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FIGURE R507.2.1(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS |
| 349 | FIGURE 507.2.3(1) DECK ATTACHMENT FOR LATERAL LOADS |
| 350 | FIGURE R507.2.3(2) DECK ATTACHMENT FOR LATERAL LOADS |
| 351 | TABLE R507.4 MAXIMUM JOIST SPACING TABLE R507.8 DECK POST HEIGHTa |
| 352 | TABLE R507.5 DECK JOIST SPANS FOR COMMON LUMBER SPECIES (ft. – in.) FIGURE R507.5 TYPICAL DECK JOIST SPANS |
| 353 | TABLE R507.6 DECK BEAM SPAN LENGTHS (ft. – in.) FIGURE R507.6 TYPICAL DECK BEAM SPANS |
| 354 | FIGURE R507.7.1 DECK BEAM TO DECK POST FIGURE R507.8.1 TYPICAL DECK POSTS TO DECK FOOTINGS BIBLIOGRAPHY |
| 356 | CHAPTER 6: WALL CONSTRUCTION GENERAL COMMENTS PURPOSE SECTION R601 GENERAL SECTION R602 WOOD WALL FRAMING |
| 357 | FIGURE R602.1.1 GRADE STAMP EXAMPLE FOR DIMENSIONAL LUMBER FIGURE R602.1.2(1) END-JOINTED LUMBER-FINGER JOINT |
| 358 | FIGURE R602.1.2(2) GRADE STAMP INCLUDING HRA MARK |
| 361 | TABLE R602.3.2 SINGLE TOP-PLATE SPLICE CONNECTION DETAILS |
| 362 | FIGURE R602.3.2 SINGLE TOP-PLATE SPLICE |
| 363 | TABLE R602.3(1) FASTENING SCHEDULE |
| 364 | TABLE R602.3(1)—continued FASTENING SCHEDULE |
| 365 | TABLE 602.3(1)FASTENING SCHEDULE—continued |
| 366 | TABLE R602.3(1)—continued FASTENING SCHEDULE TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) |
| 367 | 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 |
| 368 | TABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING |
| 369 | FIGURE R602.3(2) FRAMING DETAILS |
| 370 | TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDS |
| 371 | FIGURE R602.3.3(1) TOP PLATE WITH 16-INCH STUD SPACING FIGURE R602.3.3(2) TOP PLATE WITH 24-INCH STUD SPACING FIGURE R602.3.3(3) TOP PLATE WITH 24-INCH STUD SPACING AND BEARING POINT LIMITATIONS |
| 372 | FIGURE R602.3.3(4) BLOCKED TOP PLATE WITH 24-INCH STUD SPACING |
| 374 | FIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS |
| 375 | FIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS |
| 376 | FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING |
| 377 | FIGURE R602.7 HEADER DETAIL FIGURE R602.7.1(1) SINGLE MEMBER HEADER IN EXTERIOR BEARING WALL FIGURE R602.7.1(2) ALTERNATIVE SINGLE MEMBER HEADER WITHOUT CRIPPLE |
| 378 | 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) |
| 379 | 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) |
| 380 | 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) |
| 381 | FIGURE R602.7.2 RIM BOARD HEADER CONSTRUCTION |
| 382 | TABLE R602.7.3 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERS FIGURE R602.7.3 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION |
| 383 | TABLE R602.7.5 MINIMUM NUMBER OF FULL HEIGHT STUDS AT EACH END OF HEADERS IN EXTERIOR WALLS |
| 384 | FIGURE R602.10 CRITICAL PARTS OF THE LATERAL LOAD PATH |
| 385 | FIGURE R602.10.1(1) WALL BRACING TERMINOLOGY FIGURER602.10.1(2) EFFECTIVE (IMAGINARY) BRACED WALL LINES |
| 386 | FIGURE R602.10.1.1 BRACED WALL LINES |
| 387 | FIGURE R602.10.1.1 COMPARISON OF 2009 AND 2015 IRC PROVISIONS FOR BRACED WALL LINE LENGTH TABLE R602.10.1.3 BRACED WALL LINE SPACING |
| 388 | FIGURE R602.10.1.4 ANGLED WALLS FIGURE R602.10.1.4(1) PROJECTED BRACED WALL LINE LENGTH CONTRIBUTED BY THE ANGLED WALL |
| 389 | FIGURE R602.10.1.4(2) PROJECTED ANGLE WALL LENGTH FIGURE R602.10.1.4(3) ANGLED WALL GREATER THAN 8 FEET IN LENGTH |
| 391 | FIGURE R602.10.2.2 LOCATION OF BRACED WALL PANELS |
| 392 | FIGURE R602.10.3(1) BASIS FOR WIND BRACING TABLE |
| 393 | FIGURE R602.10.3(2) EAVE-TO-RIDGE HEIGHT |
| 394 | FIGURE R602.10.3(3) BRACED WALL LINE SPACING |
| 395 | FIGURE R602.10.3(4) BASIS FOR SEISMIC BRACING TABLE |
| 397 | TABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED |
| 398 | TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED |
| 399 | TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED |
| 400 | TABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING |
| 401 | TABLE R602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY |
| 402 | TABLE R602.10.3(3)—continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY |
| 403 | TABLE R602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING |
| 406 | FIGURE R602.10.4.1 MIXING BRACING METHODS |
| 407 | TABLE R602.10.4 BRACING METHODS |
| 408 | TABLE R602.10.4—continued BRACING METHODS |
| 410 | FIGURE R602.10.5 BRACED WALL PANELS WITH CONTINUOUS SHEATHING |
| 411 | TABLE R602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS |
| 412 | TABLE R602.10.5.2 PARTIAL CREDIT FOR BRACED WALL PANELS LESS THAN 48 INCHES IN ACTUAL LENGTH |
| 413 | TABLE R602.10.6.1 MINIMUM HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS FIGURE R602.10.6.1 METHOD ABW—ALTERNATE BRACED WALL PANEL |
| 415 | FIGURE R602.10.6.2 METHOD PFH—PORTAL FRAME WITH HOLD-DOWNS |
| 416 | FIGURE R602.10.6.3 METHOD PFG—PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C |
| 417 | FIGURE R602.10.6.4 METHOD CS-PF—CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION |
| 418 | TABLE R602.10.6.4 TENSION STRAP CAPACITY FOR RESISTING WIND PRESSURES PERPENDICULAR TO METHODS PFH, PFG AND CS-PF BRACED WALL PANELS |
| 420 | TABLE R602.10.6.5 METHOD BV-WSP WALL BRACING REQUIREMENTS |
| 421 | 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 |
| 423 | FIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING |
| 424 | FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING |
| 426 | 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 |
| 427 | FIGURE R602.10.8.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES |
| 428 | FIGURE R602.10.8.2(1) CONNECTION AND BLOCKING BETWEEN BRACED WALL PANELS AND ROOF FRAMING FIGURE R602.10.8.2(2) DISTANCE FROM TOP PLATE TO BOTTOM OF ROOF SHEATHING FOR PROVIDING CONNECTION REQUIREMENTS AND BLOCKING PER COMMENTARY FIGURE R602.10.8.2(1) |
| 429 | FIGURE R602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS |
| 432 | FIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION |
| 433 | FIGURE R602.11.2(1) CRIPPLE WALL TOP PLATE EXTENDED 4 FEET OVER THE FOUNDATION |
| 434 | FIGURE R602.12.1 RECTANGLE CIRCUMSCRIBING AN ENCLOSED BUILDING |
| 435 | FIGURE R602.12.3 AVAILABLE BRACING METHODS FOR SIMPLIFIED WALL BRACING |
| 436 | TABLE R602.12.4 MINIMUM NUMBER OF BRACING UNITS ON EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE |
| 437 | FIGURE R602.12.5 BRACING UNIT DISTRIBUTION SECTION R603 COLD-FORMED STEEL WALL FRAMING |
| 438 | FIGURE R603.1.2 IN-LINE FRAMING |
| 439 | FIGURE R603.2.3(1) C-SHAPED SECTION FIGURE R603.2.3(2) TRACK SECTION TABLE R603.2.3 LOAD-BEARING COLD-FORMED STEEL STUD SIZES AND THICKNESSES |
| 440 | FIGURE R603.2.6.1 WALL STUD WEB HOLES |
| 441 | FIGURE R603.2.6.3 WALL STUD WEB HOLE PATCH |
| 442 | TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTS |
| 443 | FIGURE R603.3.1(1) WALL TO FLOOR CONNECTION FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION |
| 444 | FIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION FIGURE R603.3.1(4) WIND UPLIFT CONNECTOR |
| 445 | 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 TABLE R603.3.2(1) WALL FASTENING SCHEDULEa |
| 446 | TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d |
| 447 | TABLE R603.3.2(3) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d |
| 448 | TABLE R603.3.2(4) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d |
| 449 | TABLE R603.3.2(5) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d |
| 450 | TABLE R603.3.2(6) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d |
| 451 | TABLE R603.3.2(7) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d |
| 452 | TABLE R603.3.2(8) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d |
| 453 | TABLE R603.3.2(9) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d |
| 454 | TABLE R603.3.2(10) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d |
| 455 | TABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d |
| 456 | TABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d |
| 457 | TABLE R603.3.2(13) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d |
| 458 | TABLE R603.3.2(14) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d |
| 459 | TABLE R603.3.2(15) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d |
| 460 | TABLE R603.3.2(16) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d |
| 461 | TABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHT |
| 462 | TABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHT |
| 463 | FIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY FIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL |
| 464 | FIGURE R603.3.5 TRACK SPLICE FIGURE R603.4 CORNER FRAMING |
| 465 | FIGURE R603.6(1) BOX BEAM HEADER FIGURE R603.6(2) BACK-TO-BACK HEADER |
| 466 | TABLE R603.6(1) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Onlya, b, d |
| 467 | TABLE R603.6(2) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Onlya, b, d |
| 468 | TABLE R603.6(3) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceilinga, b, d |
| 469 | TABLE R603.6(4) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceilinga, b, d |
| 470 | TABLE R603.6(5) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceilinga, b, d |
| 471 | TABLE R603.6(6) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceilinga, b, d |
| 472 | FIGURE R603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL FIGURE R603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL |
| 473 | 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 |
| 474 | TABLE R603.8 HEAD AND SILL TRACK SPAN FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN |
| 475 | 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 |
| 476 | FIGURE R603.9.4.2 CORNER STUD HOLD-DOWN DETAIL |
| 477 | 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 |
| 478 | 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 |
| 479 | 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 SECTION R604 WOOD STRUCTURAL PANELS |
| 480 | 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 R605 PARTICLEBOARD SECTION R606 GENERAL MASONRY CONSTRUCTION |
| 481 | FIGURE R606.1 CROSS REFERENCE OF 2015 IRC MASONRY CONSTRUCTION TO 2012 IRC |
| 482 | FIGURE R606.1—continued CROSS REFERENCE OF 2015 IRC MASONRY CONSTRUCTION TO 2012 IRC |
| 483 | FIGURE R606.1—continued CROSS REFERENCE OF 2015 IRC MASONRY CONSTRUCTION TO 2012 IRC |
| 487 | TABLE R606.2.7 MORTAR PROPORTIONS |
| 488 | TABLE R606.2.11 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION |
| 490 | TABLE R606.3.4.1 MINIMUM CORROSION PROTECTION FIGURE R606.3.4 REINFORCING STEEL CLEARANCES |
| 491 | FIGURE R606.3.5 GROUTED SINGLE AND MULTIPLE-WYTHE MASONRY |
| 492 | FIGURE R606.3.5.1 GROUT PLACEMENT FOR GROUTED MULTIWYTHE MASONRY TABLE R606.3.5.1 GROUT SPACE DIMENSIONS AND POUR HEIGHTS |
| 493 | FIGURE R606.3.5.2 REINFORCEED HOLLOW UNIT MASONRY CLEANOUTS |
| 494 | FIGURE R606.3.5.3(1) REINFORCEMENT PLACEMENT LIMITATIONS FIGURE R606.3.5.3(2) REINFORCED HOLLOW UNIT MASONRY VERTICAL CELL ALIGNMENT |
| 495 | FIGURE R606.3.5.3(3) MASONRY REINFORCING STEEL ALIGNMENT FIGURE R606.3.5.3(4) MASONRY REINFORCING STEEL ALIGNMENT FIGURE R606.3.5.3(5) REINFORCEMENT PLACEMENT LIMITATIONS |
| 496 | FIGURE R606.3.7.2(2) HORIZONTAL JOINT REINFORCEMENT—LADDER AND TRUSS TYPES FIGURE R606.3.7.2(1) MINIMUM HORIZONTAL JOINT REINFORCEMENTFOR STACK-BOND MASONRY |
| 497 | FIGURE R606.4.1 MINIMUM THICKNESS—MASONRY BEARING AND EXTERIOR WALLS FOR A ONE-STORY DWELLING FIGURE R606.5.2(1) MASONRY CORBELING LIMITATIONS PER COURSE |
| 498 | FIGURE R606.5.2(2) MASONRY CORBELING LIMITATIONS PER COU |
| 499 | FIGURE R606.6.2(1) MASONRY CORBELING LIMITATIONS PER COURSE FIGURE R606.6.3 BEAM OR GIRDER BEARING ON MASONRY |
| 500 | TABLE R606.6.4 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS FIGURE R606.6.3.1 JOIST-BEARING MINIMUMS FIGURE R606.6.4 BUILDING ELEMENTS PROVIDING LATERAL SUPPORT TO WALLS |
| 501 | FIGURE R606.6.4.2.1(1) ANCHORAGE OF ROOF STRUCTURES FIGURE R606.6.4.1.2 INTERSECTING MASONRY WALLS |
| 502 | FIGURE R606.6.4.2.1(2) ANCHORAGE OF ROOF STRUCTURES |
| 503 | TABLE R606.9 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY |
| 504 | 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 |
| 505 | FIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C |
| 506 | FIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1 OR D |
| 507 | TABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES |
| 509 | TABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDINGS ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D |
| 510 | 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 |
| 511 | FIGURE R606.13.1.1 BONDING WITH SOLID UNIT MASONRY FIGURE R606.13.1.2 BONDING WITH HOLLOW UNIT MASONRY |
| 512 | FIGURE R606.13.2.1(1) MASONRY BONDING—METAL TIES FIGURE R606.13.2.1(2) BONDING AROUND OPENING IN MASONRY WALLS |
| 513 | FIGURE R606.13.2.2 BONDING WITH ADJUSTABLE WALL TIES FIGURE R606.13.2.3 BONDING WITH PREFABRICATED JOINT REINFORCEMENT |
| 514 | SECTION R607 GLASS UNIT MASONRY |
| 515 | FIGURE R607.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE |
| 516 | FIGURE R607.5.2.1 GLASS UNIT MASONRY SECTION R608 EXTERIOR CONCRETE WALL CONSTRUCTION |
| 518 | FIGURE R608.2 ICF APPLICABILITY LIMITS |
| 519 | TABLE R608.3 DIMENSIONAL REQUIREMENTS FOR WALLSa, b FIGURE R608.3(1) FLAT WALL SYSTEM |
| 520 | FIGURE R6083(2) WAFFLE-GRID WALL SYSTEM FIGURE R608.3(3) SCREEN-GRID WALL SYSTEM |
| 524 | TABLE R608.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS FIGURE R608.5.4(1) LAP SPLICES |
| 525 | FIGURE R608.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION FIGURE R608.5.4(3) STANDARD HOOKS |
| 526 | TABLE R608.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND/OR ALTERNATIVE GRADE OF STEEL |
| 528 | 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 |
| 529 | 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 |
| 530 | TABLE R608.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS |
| 531 | TABLE R608.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLS |
| 532 | TABLE R608.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLS |
| 533 | TABLE R608.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS |
| 534 | TABLE R608.6(4)—continued MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS |
| 535 | EQUATION R6-1 EQUATION R6-2 |
| 536 | FIGURE R608.7.1.1 VELOCITY PRESSURES |
| 538 | 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 |
| 539 | 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 |
| 540 | 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 |
| 541 | 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 |
| 542 | TABLE R608.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE |
| 543 | TABLE R608.7(1C)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE |
| 544 | 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 |
| 545 | TABLE R608.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLS |
| 546 | FIGURE R608.7(1) MINIMUM SOLID WALL LENGTH |
| 548 | FIGURE R608.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL |
| 549 | FIGURE R608.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS |
| 550 | FIGURE R608.8(1) REINFORCEMENT OF OPENINGS FIGURE R608.8.2 APPLICABLE REQUIREMENTS FOR LINTELS |
| 551 | FIGURE R608.8(2) LINTEL FOR FLAT WALLS |
| 552 | FIGURE R608.8(3) LINTELS FOR WAFFLE-GRID WALLS |
| 553 | FIGURE R608.8(4) LINTELS FOR SCREEN-GRID WALLS |
| 554 | TABLE R608.8(1) LINTEL DESIGN LOADING CONDITIONS |
| 555 | 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 |
| 556 | 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 |
| 557 | 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 |
| 558 | 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 |
| 559 | 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 |
| 560 | 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 |
| 561 | 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 |
| 562 | 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 |
| 563 | 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 |
| 564 | 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 |
| 565 | 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 |
| 566 | 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 |
| 567 | 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 |
| 568 | TABLE R608.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS |
| 569 | TABLE R608.8(9)—continuedMAXIMUM 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 |
| 572 | FIGURE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 573 | TABLE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 574 | FIGURE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL |
| 575 | TABLE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL |
| 576 | FIGURE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING, PERPENDICULAR |
| 577 | TABLE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 578 | FIGURE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 579 | TABLE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 580 | FIGURE R608.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 581 | TABLE R608.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 582 | FIGURE R608.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL |
| 583 | TABLE R608.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL |
| 584 | FIGURE R608.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 585 | TABLE R608.9(7) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 586 | FIGURE R608.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 587 | TABLE R608.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 588 | FIGURE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 589 | TABLE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 590 | FIGURE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 591 | TABLE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 592 | FIGURE R608.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 593 | TABLE R608.9(11) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 594 | FIGURE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 595 | TABLE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 597 | SECTION R609 EXTERIOR WINDOWS AND DOORS |
| 599 | SECTION R610 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION |
| 600 | 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 FIGURE R609.7.2(5) THROUGH THE FLANGE FIGURE R609.7.2(6) THROUGH THE FLANGE |
| 601 | FIGURE R609.7.2(7) FRAME CLIP FIGURE R609.7.2(8) THROUGH THE FLANGE |
| 602 | TABLE R610.3.1 MINIMUM PROPERTIES FOR POLYURETHANE INSULATION USED AS SIPS CORE TABLE R610.3.2 MINIMUM PROPERTIESa FOR ORIENTED STRAND BOARD FACER MATERIAL IN SIP WALLS |
| 603 | FIGURE R610.4 SIP WALL PANEL |
| 605 | TABLE R610.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY |
| 606 | TABLE R610.5(2) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF ONLY |
| 607 | FIGURE R610.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS FIGURE R610.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS |
| 608 | FIGURE R610.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION FIGURE R610.5(4) SIP WALL-TO-WALL PLATFORM FRAME CONNECTION |
| 609 | FIGURE R610.5(5) SIP WALL-TO-WALL BALLOON FRAME CONNECTION FIGURE R610.5.1 SIP WALL FRAMING CONFIGURATION |
| 610 | FIGURE R610.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT |
| 611 | FIGURE R610.8 TYPICAL SIP CONNECTION DETAILS FOR VERTICAL IN-PLANE JOINTS |
| 612 | FIGURE R610.9 SIP CORNER FRAMING DETAIL TABLE R610.10 MAXIMUM SPANS FOR 11 7/8-INCH-DEEP SIP HEADERS (feet) |
| 613 | BIBLIOGRAPHY |
| 616 | CHAPTER 7: WALL COVERING GENERAL COMMENTS PURPOSE SECTION R701 GENERAL SECTION R702 INTERIOR COVERING |
| 617 | FIGURE R701.2(1) PLASTER WALL COVERING—APPLICABLE TERMS |
| 618 | FIGURE R701.2(2) GYPSUM APPLICATION—TERMS TABLE R702.1(1) THICKNESS OF PLASTER |
| 619 | TABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME |
| 620 | FIGURE R702.2(1) INTERIOR PLASTERING SYSTEM FIGURE R702.2(2) VENEER PLASTER SYSTEM |
| 622 | FIGURE R702.3.2(1) INTERIOR WALL COVERING—DIRECT APPLICATION FIGURE R702.3.2(2) INTERIOR WALL COVERING—FURRED APPLICATION FIGURE R702.3.2(3) INTERIOR WALL COVERING—FURRED APPLICATION OVER SOLID BACKING OR OVER STUDS |
| 624 | TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS |
| 625 | FIGURE R702.3.5(1) GYPSUM BOARD APPLICATION FIGURE R702.3.5(2) GYPSUM BOARD—SINGLE-NAILING APPLICATION FIGURE R702.3.5(3) GYPSUM BOARD—DOUBLE-NAILING APPLICATION |
| 626 | TABLE R702.3.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES |
| 627 | FIGURE R702.3.6(1) HORIZONTAL GYPSUM BOARD CEILING DIAPHRAGM CONSTRUCTION FIGURE R702.3.6(2) PERIMETER BLOCKING |
| 628 | FIGURE R702.4.1 INTERIOR WALL TILE INSTALLATION FIGURE R702.4.2 EXAMPLE OF WALL TILE INSTALLATION TUB AND SHOWER AREA |
| 629 | TABLE R702.4.2 BACKER BOARD MATERIALS |
| 630 | FIGURE R702.7 TYPICAL WOOD STUD WALL CONSTRUCTION TABLE R702.7.1 CLASS III VAPOR RETARDERS |
| 631 | SECTION R703 EXTERIOR COVERING |
| 633 | TABLE R703.3(2) SCREW FASTENER SUBSTITUTION FOR SIDING ATTACHMENT TO COLD-FORMED STEEL LIGHT FRAME CONSTRUCTION |
| 634 | TABLE R703.3(1) SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS |
| 635 | TABLE R703.3(1)—continued SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS |
| 636 | TABLE R703.3.1 LIMITS FOR ATTACHMENT PER TABLE R703.3(1) TABLE R703.3.2 OPTIONAL SIDING ATTACHMENT SCHEDULE FOR FASTENERS WHERE NO STUD PENETRATION NECESSARY |
| 637 | FIGURE R703.4 FLASHING EXAMPLES |
| 638 | FIGURE R703.5.2(1) VERTICAL JOINT TREATMENT OF PANEL SIDING |
| 639 | FIGURE R703.5.2(2) HORIZONTAL JOINT TREATMENT OF PANEL SIDING TABLE R703.6.1 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLS (Dimensions are in inches) |
| 640 | TABLE R703.6.3(1) SINGLE COURSE SIDEWALL FASTENERS |
| 641 | TABLE R703.6.3(2) DOUBLE COURSE SIDEWALL FASTENERS |
| 642 | FIGURE R703.7(1) EXTERIOR PLASTERING SYSTEM FIGURE R703.7(2) EXTERIOR PLASTER—WOOD FRAME ON CONCRETE FLOOR SLAB |
| 643 | FIGURE R703.7.2.1 WEEP SCREED FOR EXTERIOR PLASTER ON STUD |
| 644 | FIGURE R703.8 TYPICAL MASONRY VENEER WALL DETAILS |
| 645 | FIGURE R703.8—continued TYPICAL MASONRY VENEER WALL DETAILSe |
| 646 | 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 |
| 647 | FIGURE R703.8.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES |
| 648 | FIGURE R703.8.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS |
| 649 | 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 |
| 650 | TABLE R703.8.4 TIE ATTACHMENT AND AIRSPACE REQUIREMENTS |
| 656 | TABLE R703.15.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT |
| 657 | TABLE R703.15.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT |
| 658 | TABLE R703.16.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT TABLE R703.16.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT |
| 659 | BIBLIOGRAPHY |
| 660 | CHAPTER 8: ROOF CEILING CONSTRUCTION GENERAL COMMENTS PURPOSE SECTION R801 GENERAL SECTION R802 WOOD ROOF FRAMING |
| 663 | FIGURE R802.3(1) RIDGE BOARD |
| 664 | FIGURE R802.3.1(1) CEILING JOIST AT SUPPORTS FIGURE R802.3(2) RIDGE ALTERNATIVE—GUSSET PLATE TIE |
| 665 | FIGURE R802.3.1(2) ROOF FRAMING WITH CEILING JOISTS NOT PARALLEL TO RAFTERS |
| 666 | FIGURE R802.3.1(3) ROOF FRAMING WITH CEILING JOISTS PARALLEL TO RAFTERS FIGURE R802.3.2(1) LAPPED CEILING JOIST CONNECTION PROVIDING RESISTANCE TO RAFTER THRUST FIGURE R802.3.2(2) BUTTED CEILING JOIST CONNECTION PROVIDING RESISTANCE TO RAFTER THRUST |
| 668 | TABLE R802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 669 | TABLE R802.4(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 670 | TABLE R802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240) |
| 671 | TABLE R802.4(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240) |
| 672 | FIGURE R802.5.1 BRACED RAFTER CONSTRUCTION |
| 673 | FIGURE R802.5.1(1) EXAMPLE OF PURLIN INSTALLATION |
| 674 | TABLE R802.5.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180) |
| 675 | TABLE R802.5.1(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180) |
| 676 | TABLE R802.5.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240) |
| 677 | TABLE R802.5.1(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240) |
| 678 | TABLE R802.5.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180) |
| 679 | TABLE R802.5.1(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180) |
| 680 | TABLE R802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180) |
| 681 | TABLE R802.5.1(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180) |
| 682 | TABLE R802.5.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240) |
| 683 | TABLE R802.5.1(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240) |
| 684 | TABLE R802.5.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240) |
| 685 | TABLE R802.5.1(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240) |
| 686 | TABLE R802.5.1(7) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L/Δ = 180) |
| 687 | TABLE R802.5.1(7)—continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L/Δ = 180) |
| 688 | TABLE R802.5.1(8) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L/Δ = 240) |
| 689 | TABLE R802.5.1(8)—continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L/Δ = 240) |
| 690 | TABLE R802.5.1(9) RAFTER/CEILING JOIST HEEL JOINT CONNECTIONS |
| 691 | FIGURE R802.7.1.1 RAFTER NOTCH |
| 692 | FIGURE R802.7.1.2 CEILING JOIST TAPER CUT |
| 695 | TABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION) |
| 696 | TABLE R802.11—continued RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (POUNDS PER CONNECTION) |
| 697 | SECTION R803 ROOF SHEATHING TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING SECTION R804 COLD-FORMED STEEL ROOF FRAMING |
| 698 | FIGURE R804.1.2 IN-LINE FRAMING |
| 700 | 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 |
| 701 | FIGURE R804.2.6.1 ROOF FRAMING MEMBER WEB HOLES |
| 702 | FIGURE R804.2.6.3 ROOF FRAMING MEMBER WEB HOLE PATCH FIGURE R804.3 COLD-FORMED STEEL ROOF CONSTRUCTION |
| 703 | TABLE R804.3 ROOF FRAMING FASTENING SCHEDULE |
| 704 | TABLE R804.3.1.1(1) CEILING JOIST SPANS 10 PSF LIVE LOAD (NO ATTIC STORAGE) |
| 705 | TABLE R804.3.1.1(2) CEILING JOIST SPANS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE) |
| 706 | TABLE R804.3.1.1(3) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTION FIGURE R804.3.1.1 JOIST TO RAFTER CONNECTION |
| 707 | FIGURE R804.3.1.3(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPED, TRACK OR COLD-ROLLED CHANNEL FIGURE R804.3.1.3(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING |
| 708 | FIGURE R804.3.1.4 SPLICED CEILING JOISTS |
| 709 | TABLE R804.3.2.1(1) ROOF RAFTER SPANS TABLE R804.3.2.1(2) ULTIMATE DESIGN WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION |
| 710 | FIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS |
| 711 | TABLE R804.3.2.4 SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR ROOF RAFTER TO RIDGE MEMBER CONNECTION |
| 712 | FIGURE R804.3.2.4 RIDGE MEMBER CONNECTION |
| 713 | FIGURE R804.3.5(1) ROOF OR CEILING OPENING FIGURE R804.3.5(2) HEADER TO TRIMMER CONNECTION |
| 714 | TABLE R804.3.7.1 REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FEET |
| 715 | FIGURE R804.3.7.1(1) CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL FIGURE R804.3.7.1(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL |
| 716 | FIGURE R804.3.7(2) ROOF BLOCKING DETAIL SECTION R805 CEILING FINISHES |
| 717 | SECTION R806 ROOF VENTILATION |
| 719 | TABLE R806.5 INSULATION FOR CONDENSATION CONTROL |
| 720 | SECTION R807 ATTIC ACCESS BIBLIOGRAPHY |
| 722 | CHAPTER 9: ROOF ASSEMBLIES GENERAL COMMENTS PURPOSE SECTION R901 GENERAL |
| 723 | SECTION R902 FIRE CLASSIFICATION |
| 724 | SECTION R903 WEATHER PROTECTION |
| 725 | SECTION R904 MATERIALS SECTION R905 REQUIREMENTS FOR ROOF COVERINGS |
| 727 | FIGURE R905.1.1 LOW-SLOPE DOUBLE-PLY UNDERLAYMENT APPICATION TABLE R905.1.1(1) UNDERLAYMENT TYPES |
| 728 | TABLE R905.1.1(2) UNDERLAYMENT APPLICATION |
| 729 | TABLE R905.1.1(3) UNDERLAYMENT ATTACHMENT |
| 730 | FIGURE R905.1.2(1) POSSIBLE WATER DAMAGE FROM AN ICE DAM FIGURE R905.1.2(2) PROTECTIVE ICE BARRIER |
| 731 | FIGURE R905.2.2(1) ASPHALT ROOFING SHINGLE APPLICATION HIGH SLOPE (4:12 MINIMUM)(Source NRCA) FIGURE R905.2.2(2) APPLICATION OF ASPHALT SHINGLE SLOPES BETWEEN 2:12 AND 4:12(Source NRCA) |
| 732 | TABLE R905.2.4.1 CLASSIFICATION OF ASPHALT ROOF SHINGLES |
| 733 | FIGURE R905.2.8.2(1) FLASHING FOR OPEN ROOF VALLEY FIGURE R905.2.8.2(2) FLASHING FOR WOVEN VALLEY |
| 734 | TABLE R905.2.8.2 VALLEY LINING MATERIAL FIGURE R905.2.8.3 FLASHING AT SIDE WALL FIGURE R905.2.8.4 CHIMNEY FLASHING DETAIL |
| 735 | FIGURE R905.3 ROLL AND FLAT TILE EXAMPLES |
| 736 | TABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT FIGURE R905.3.7(1) APPLICATION OF ROLL TILE |
| 737 | FIGURE R905.3.7(2) TILE ROOF GABLE RAKE SECTION FIGURE R905.3.7(3) TILE ROOF EAVE SECTION FIGURE R905.3.7(4) TILE ROOF RIDGE SECTION |
| 738 | FIGURE R905.3.8(1) TILE ROOF FLASHING AT VALLEY FIGURE R905.3.8(2) TILE ROOF FLASHING AT ROOF ABUTTING CHIMNEY/WALL |
| 739 | FIGURE R905.3.8(3) TILE ROOF CHIMNEY FLASHING DETAIL FIGURE R905.3.8(4) TILE ROOF FLASHING FOR A VENT PIPE |
| 740 | TABLE R905.6.5 SLATE SHINGLE HEADLAP |
| 741 | TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS FIGURE R905.7.4 WOOD SHINGLE GRADE DESCRIPTION AND EXAMPLE LABEL |
| 742 | TABLE R905.7.5(1) WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE TABLE R905.7.5(2) NAIL REQUIREMENTS FOR WOOD SHAKESAND WOOD SHINGLES |
| 743 | FIGURE R905.7.5(1) WOOD SHINGLE APPLICATION FIGURE R905.7.5(2) FASTENER PENETRATION |
| 744 | FIGURE R905.7.6 WOOD SHINGLE VALLEY FLASHING |
| 745 | TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS |
| 746 | TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE FIGURE R905.8.6 WOOD SHAKE APPLICATION |
| 747 | FIGURE R905.8.7 WOOD SHAKE APPLICATION ON ROOFS WITH SLOPES NOT LESS THAN 3 IN 12 FIGURE R905.8.9 WOOD SHAKE DESCRIPTION AND EXAMPLE LABELS |
| 748 | TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS |
| 750 | FIGURE R905.9.3(1) BUILT-UP ROOF—NAILABLE DECK APPLICATION |
| 751 | FIGURE R905.9.3(2) BUILT-UP ROOF—APPLICATION TO NONNAILABLE DECK BY SPOT MOPPING FIGURE R905.9.3(3) BUILT-UP-APPLICATION TO NONNAILABLE DECK SOLID MOPPING |
| 752 | TABLE R905.10.3(1) METAL ROOF COVERING STANDARDS TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE |
| 753 | TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS |
| 754 | TABLE R905.14.3 PROTECTIVE COATING MATERIAL STANDARDS |
| 756 | SECTION R906 ROOF INSULATION TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION R907 ROOFTOP-MOUNTED PHOTOVOLTAIC SYSTEMS |
| 757 | SECTION R908 REROOFING |
| 758 | SECTION R909 ROOFTOP-MOUNTED PHOTOVOLTAIC PANEL SYSTEMS |
| 759 | BIBLIOGRAPHY |
| 762 | CHAPTER 10: CHIMNEYS AND FIREPLACES GENERAL COMMENTS PURPOSE SECTION R1001 MASONRY FIREPLACES |
| 763 | TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS |
| 764 | FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS |
| 766 | FIGURE R1001.6(1) SECTION THROUGH FIREPLACE |
| 767 | FIGURE R1001.6(2) RUMFORD FIREPLACE |
| 769 | FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES SECTION R1002 MASONRY HEATERS |
| 770 | SECTION R1003 MASONRY CHIMNEYS |
| 771 | FIGURE R1003.2 TYPICAL MASONRY CHIMNEY |
| 772 | FIGURE R1003.5(1) INDIVIDUAL CORBELS FIGURE R1003.5(2) CORBELING FROM FOUNDATION WALL |
| 775 | FIGURE R1003.12 MULTIPLE FLUES |
| 776 | TABLE R1003.14(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES TABLE R1003.14(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES |
| 777 | FIGURE R1003.15.1 MULTIPLE FLUES |
| 778 | FIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS |
| 779 | FIGURE R1003.16 CHIMNEY WITH INLET—MINIMUM CLEARANCES TO COMBUSTIBLE FIRESTOPPING FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES TABLE R1003.20 CRICKET DIMENSIONS SECTION R1004 FACTORY-BUILT FIREPLACES |
| 780 | FIGURE R1003.20 CHIMNEY CRICKET SECTION R1005 FACTORY-BUILT CHIMNEYS |
| 781 | SECTION R1006 EXTERIOR AIR SUPPLY |
| 782 | FIGURE R1005.6 EXAMPLE OF FACTORY-BUILT FIREPLACE AND CHIMNEY |
| 783 | BIBLIOGRAPHY |
| 784 | PART IV—ENERGY CONSERVATION CHAPTER 11 [RE]: ENERGY EFFICIENCY GENERAL COMMENTS PURPOSE SECTION N1101 GENERAL |
| 785 | FIGURE N1101.1(1) CONDITIONED ENVELOPE FIGURE N1101.1(2) BUILDING ENVELOPE |
| 800 | FIGURE N1101.7 (R301.1) CLIMATE ZONES |
| 801 | TABLE N1101.7 (R301.1) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 802 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 803 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 804 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 805 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 806 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 807 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 808 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 809 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 810 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 811 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 812 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 813 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY TABLE N1101.7.2(1) [R302.3(1)] INTERNATIONAL CLIMATE ZONE DEFINITIONS |
| 814 | TABLE N1101.7.2(2) [R301.3(2)] INTERNATIONAL CLIMATE ZONE DEFINITIONS |
| 816 | TABLE N1101.10.3(1) [R303.1.3(1)] DEFAULT GLAZED FENESTRATION U-FACTORS TABLE N1101.10.3(2) [R303.1.3(2)] DEFAULT DOOR U-FACTORS TABLE N1101.10.3(3) [R303.1.3(3)] DEFAULT GLAZED FENESTRATION SHGC AND VT |
| 817 | FIGURE N1101.10.3(1) SAMPLE NATIONAL FENESTRATION RATING COUNCIL (NFRC) LABEL |
| 818 | FIGURE N1101.10.3(2) VISUALLY VERIFIABLE WINDOW CHARACTERISTICS |
| 821 | FIGURE N1101.14 CERTIFICATE SECTION N1102 (R402) BUILDING THERMAL ENVELOPE |
| 823 | TABLE N1102.1.2 (R402.1.2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT |
| 824 | FIGURE N1102.1.2 EXTERIOR R-VALUES |
| 827 | TABLE N1102.1.4 (R402.1.4) EQUIVALENT U-FACTORSa |
| 828 | FIGURE N1102.2.1(1) TYPICAL ROOF ASSEMBLY FIGURE N1102.2.1(2) RAISED-HEEL TRUSS |
| 830 | FIGURE 1102.2.5(1) EXTERIOR INSULATION FIGURE 1102.2.5(2) INTERIOR INSULATION |
| 831 | TABLE N1102.2.6 (R402.2.6) STEEL-FRAME CEILING, WALL AND FLOOR INSULATION (R-VALUE |
| 832 | FIGURE N1102.2.8 SLAB INSULATION METHODS |
| 833 | FIGURE N1102.2.9(1) WALK-OUT BASEMENT FIGURE N1102.2.9(2) WALK-OUT BASEMENT |
| 834 | FIGURE N1102.2.10 CRAWL SPACE WALL INSULATION |
| 838 | FIGURE N1102.4 TYPICAL SOURCES OF AIR LEAKAGE |
| 839 | TABLE N1102.4.1.1 (402.4.1.1) AIR BARRIER AND INSULATION INSTALLATION |
| 841 | FIGURE N1102.4.5 IC-RATED RECESSED LIGHT |
| 842 | SECTION N1103 (R403) SYSTEMS |
| 846 | TABLE N1103.6.1 (R403.6.1) MECHANICAL VENTILATION SYSTEM FAN EFFICACY |
| 847 | SECTION N1104 (R404) ELECTRICAL POWER AND LIGHTING SYSTEMS (MANDATORY) |
| 848 | SECTION N1105 (R405) SIMULATED PERFORMANCE ALTERNATIVE (PERFORMANCE) |
| 857 | TABLE N1105.5.2(1) [R405.5.2(1)] SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS |
| 858 | TABLE N1105.5.2(1) [R405.5.2(1)]—continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS |
| 859 | TABLE N1105.5.2(1) [R405.5.2(1)]—continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS TABLE N1105.5.2(2) [R405.5.2(2)] DEFAULT DISTRIBUTION SYSTEM EFFICIENCIES FOR PROPOSED DESIGNSa |
| 860 | SECTION N1106 (R406) ENERGY RATING INDEX COMPLIANCE ALTERNATIVE |
| 861 | TABLE N1106.4 (R406.4) MAXIMUM ENERGY RATING INDEX |
| 862 | SECTION N1107 (R501) EXISTING BUILDINGS—GENERAL |
| 863 | SECTION N1108 (R502) ADDITIONS |
| 864 | SECTION N1109 (R503) ALTERATIONS |
| 866 | SECTION N1110 (R504) REPAIRS |
| 867 | SECTION N1111 (R505) CHANGE OF OCCUPANCY OR USE BIBLIOGRAPHY |
| 868 | INDEX |
| 882 | GET IMMEDIATE DOWNLOADS |
| 883 | VALUABLE GUIDE TO CHANGES IN THE 2015 I-CODES® |
| 884 | ICC TRAINING AND EDUCATION DEPARTMENT |
| 885 | 2015 I-CODE ESSENTIALS |
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