OR ResidentialCode 2021 1stptg
$61.75
Oregon Residential Specialty Code
| Published By | Publication Date | Number of Pages |
| OR | 2021 |
This is a fully integrated code based on the 2018 International Residential Code. This code does not contain Electrical or Plumbing provisions. Effective date April 1, 2021 with a six month phase in period -Mandatory October 1, 2021
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2021 OREGON RESIDENTIAL SPECIALTY CODE |
| 2 | 2021 OREGON RESIDENTIAL SPECIALTY CODE BASED ON THE 2018 INTERNATIONAL RESIDENTIAL CODE® |
| 3 | COPYRIGHT |
| 4 | PREFACE |
| 6 | TABLE OF CONTENTS |
| 12 | PART I—ADMINISTRATION CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION R101 GENERAL |
| 14 | SECTION R102 APPLICABILITY |
| 16 | PART 2—ADMINISTRATION AND ENFORCEMENT SECTION R103 DEPARTMENT OF BUILDING SAFETY SECTION R104 DUTIES AND POWERS OF THE BUILDING OFFICIAL |
| 18 | SECTION R105 PERMITS |
| 20 | SECTION R106 CONSTRUCTION DOCUMENTS |
| 21 | SECTION R107 TEMPORARY STRUCTURES AND USES SECTION R108 FEES |
| 23 | SECTION R109 INSPECTIONS |
| 24 | SECTION R110 CERTIFICATE OF OCCUPANCY |
| 25 | SECTION R111 SERVICE UTILITIES SECTION R112 BOARD OF APPEALS SECTION R113 VIOLATIONS |
| 26 | SECTION R114 STOP WORK ORDER SECTION R115 PREFABRICATED CONSTRUCTION SECTION R116 INSPECTION CARD SECTION R117 MOVED BUILDINGS SECTION R118 HISTORIC BUILDINGS |
| 28 | 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 |
| 43 | TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA |
| 44 | TABLE R301.2.1(1) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf) |
| 45 | FIGURE R301.2.1(1) COMPONENT AND CLADDING PRESSURE ZONES TABLE R301.2.1(2) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2.1(1) |
| 46 | TABLE R301.2.1.2 WIND SPEED CONVERSIONSa FIGURE R301.2.1a,b OREGON SPECIAL WIND REGIONS |
| 47 | TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION FIGURE R301.2.2.1 SEISMIC DESIGN CATEGORIES |
| 49 | FIGURE R301.2.2.6(1) BRACED WALL PANELS OUT OF PLANE FIGURE R301.2.2.6(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SETBACK FIGURE R301.2.2.6(3) FLOOR OR ROOF NOT SUPPORTED AT ALL EDGES FIGURE R301.2.2.6(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE |
| 50 | FIGURE R301.2.2.6(5) BRACED WALL PANEL EXTENSION OVER OPENING FIGURE R301.2.2.6(6) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS |
| 51 | FIGURE R301.2.2.6(7) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY FIGURE R301.2.2.6(8) BRACED WALL LINES NOT PERPENDICULAR TABLE R301.2.3.1 GROUND SNOW LOAD ADJUSTMENT |
| 52 | TABLE R301.5 MINIMUM LIVE LOADS TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSa |
| 53 | SECTION R302 FIRE-RESISTANT CONSTRUCTION TABLE R302.1 EXTERIOR WALLS |
| 54 | FIGURE R302.2.1(1) TWO 1-HOUR FIREWALLS PERPENDICULAR TO COMMON PROPERTY LINE |
| 55 | FIGURE R302.2.1(2) TWO 1-HOUR FIREWALLS PARALLEL TO COMMON PROPERTY LINE |
| 56 | FIGURE R302.2.1(3) “MODIFIED” 2-HOUR FIREWALL PERPENDICULAR TO COMMON PROPERTY LINE |
| 57 | FIGURE R302.2.1(4) “MODIFIED” 2-HOUR FIREWALL PARALLEL TO COMMON PROPERTY LINE |
| 58 | FIGURE R302.2.4 STRINGER PENETRATIONS OF FIREWALL AT COMMON PROPERTY LINE |
| 59 | FIGURE R302.2.4.1 DECK CONSTRUCTION LESS THAN THREE FEET FROM COMMON PROPERTY LINES |
| 61 | FIGURE R302.2.4.2 COVERED PORCH AT COMMON PROPERTY LINE |
| 62 | FIGURE R302.2.4.3 EXTERIOR STAIRWAY |
| 64 | FIGURE R302.2.6.1 FIRE-RESISTANCE RATED ROOF/CEILING CONSTRUCTION “MUSHROOM” ATTIC ENCLOSURE FRAMING PARALLEL TO COMMON PROPERTY LINE |
| 65 | FIGURE R302.2.6.3(1) UNRATED CRICKET LESS THAN OR EQUAL TO 30 INCHES FIGURE R302.2.6.3(2) UNRATED CRICKET LESS THAN OR EQUAL TO 30 INCHES |
| 66 | FIGURE R302.2.6.3(3) RATED CRICKET GREATER THAN 30 INCHES TABLE R302.2.6.4 STRUCTURAL PROJECTIONS LOCATED LESS THAN 3 FEET OF ANY PROPERTY LINE |
| 67 | FIGURE R302.2.7 STRUCTURAL DESIGN APPROACH |
| 69 | FIGURE R302.2.11 FOUNDATION AND FOOTING CONSTRUCTION |
| 71 | FIGURE R302.4.2.1 MEMBRANE PENETRATIONS FOR MODIFIED 2-HOUR WALLS |
| 72 | TABLE R302.6 DWELLING-GARAGE SEPARATIONa |
| 74 | SECTION R303 LIGHT, VENTILATION AND HEATING |
| 75 | SECTION R304 MINIMUM ROOM AREAS SECTION R305 CEILING HEIGHT |
| 76 | SECTION R306 SANITATION SECTION R307 TOILET, BATH AND SHOWER SPACES FIGURE R307.1 MINIMUM FIXTURE CLEARANCES SECTION R308 GLAZING |
| 77 | TABLE R308.3.1(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201 TABLE R308.3.1(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 FIGURE R308.4.2 GLAZING ADJACENT TO DOOR |
| 79 | FIGURE R308.4.7 HAZARDOUS GLAZING LOCATIONS AT BOTTOM STAIR LANDINGS |
| 80 | SECTION R309 GARAGES AND CARPORTS SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS |
| 82 | SECTION R311 MEANS OF EGRESS |
| 85 | SECTION R312 GUARDS AND WINDOW FALL PROTECTION |
| 86 | SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS SECTION R314 SMOKE ALARMS |
| 87 | SECTION R315 CARBON MONOXIDE ALARMS |
| 88 | SECTION R316 PLASTIC |
| 90 | SECTION R317 PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY |
| 92 | SECTION R318 MOISTURE CONTROL SECTION R319 SITE ADDRESS SECTION R320 ACCESSIBILITY SECTION R321 ELEVATORS AND PLATFORM LIFTS SECTION R322 FLOOD-RESISTANT CONSTRUCTION |
| 95 | SECTION R323 STORM SHELTERS SECTION R324 SOLAR ENERGY SYSTEMS |
| 96 | SECTION R325 MEZZANINES SECTION R326 HABITABLE ATTIC SECTION R327 WILDFIRE HAZARD MITIGATION |
| 100 | SECTION R328 DETACHED GROUP R ACCESSORY STRUCTURES (GROUP U) |
| 101 | TABLE R328.4 ALLOWABLE AREA INCREASE DETACHED GROUP R ACCESSORY BUILDINGS SECTION R329 SWIMMING POOLS, SPAS AND HOT TUBS SECTION R330 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 SECTION R403 FOOTINGS |
| 104 | TABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS (inches) |
| 105 | FIGURE R403.1(1) PLAIN CONCRETE FOOTINGS WITH MASONRY AND CONCRETE STEM WALLS IN SDC A, B AND C |
| 106 | FIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION |
| 107 | FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION |
| 108 | FIGURE R403.1.3 REINFORCED CONCRETE FOOTINGS AND MASONRY AND CONCRETE STEM WALLS IN SDC D0, D1 AND D2 |
| 111 | FIGURE R403.1.9.1 FOUNDATION CLEARANCE FROM SLOPES |
| 112 | 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 |
| 113 | FIGURE R403.3(2) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE |
| 114 | FIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE 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 |
| 115 | TABLE R403.4 MINIMUM DEPTH (D) AND WIDTH (W) OF CRUSHED STONE FOOTINGSa, b (inches) |
| 116 | SECTION R404 FOUNDATION AND RETAINING WALLS |
| 117 | TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLSf |
| 118 | TABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 5 INCHES |
| 119 | TABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 6.75 INCHES |
| 120 | TABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 8.75 INCHES |
| 121 | TABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE FOUNDATION WALLS TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS |
| 122 | TABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLS |
| 123 | TABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS |
| 124 | TABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS |
| 125 | TABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS |
| 126 | TABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLS |
| 127 | TABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10- AND 12-INCH NOMINAL FLAT BASEMENT WALLS |
| 128 | TABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND ALTERNATE GRADE OF STEEL |
| 133 | FIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS |
| 134 | TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure) |
| 135 | SECTION R405 FOUNDATION DRAINAGE SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING |
| 136 | TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM |
| 137 | SECTION R407 COLUMNS SECTION R408 UNDER-FLOOR SPACE |
| 140 | CHAPTER 5 FLOORS SECTION R501 GENERAL SECTION R502 WOOD FLOOR FRAMING |
| 141 | FIGURE R502.2 FLOOR CONSTRUCTION |
| 142 | TABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES |
| 143 | TABLE R502.3.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES |
| 144 | TABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES |
| 145 | TABLE R502.3.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES |
| 146 | TABLE R502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLY |
| 147 | TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONY TABLE R502.5 ALLOWABLE SPANS FOR GIRDERS SUPPORTING ONLY ONE FLOORa |
| 148 | FIGURE R502.8 CUTTING, NOTCHING AND DRILLING |
| 149 | FIGURE R502.9 POST AND BEAM CONNECTIONS |
| 150 | SECTION R503 FLOOR SHEATHING TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEAT |
| 151 | TABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENT |
| 152 | TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa SECTION R504 PRESSURE PRESERVATIVE TREATED WOOD FLOORS (ON GROUND) SECTION R505 COLD-FORMED STEEL FLOOR FRAMING |
| 153 | FIGURE R505.1.2 IN-LINE FRAMING |
| 154 | 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 |
| 155 | FIGURE R505.2.6.1 FLOOR JOIST WEB HOLES FIGURE R505.2.6.3 FLOOR JOIST WEB HOLE PATCH |
| 156 | TABLE R505.3.1(1) FLOOR-TO-FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS |
| 157 | TABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa FIGURE R505.3.1(1) FLOOR-TO-EXTERIOR LOAD-BEARING WALL STUD CONNECTION |
| 158 | FIGURE R505.3.1(2) FLOOR-TO-WOOD-SILL CONNECTION FIGURE R505.3.1(3) FLOOR-TO-FOUNDATION CONNECTION |
| 159 | FIGURE R505.3.1(4) CANTILEVERED FLOOR-TO-FOUNDATION CONNECTION FIGURE R505.3.1(5) CANTILEVERED FLOOR-TO-WOOD-SILL CONNECTION |
| 160 | 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 |
| 161 | FIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL FIGURE R505.3.1(9) BEARING STIFFENERS FOR END JOISTS |
| 162 | TABLE R505.3.2 ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—SINGLE OR CONTINUOUS SPANS |
| 163 | FIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID) FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP) |
| 164 | FIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS FIGURE R505.3.4(2) BEARING STIFFENER |
| 165 | FIGURE R505.3.7 TRACK SPLICE FIGURE R505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION—6-FOOT FLOOR OPENING |
| 166 | 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 OPE |
| 167 | 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 |
| 168 | TABLE R507.2.3 FASTENER AND CONNECTOR SPECIFICATIONS FOR DECKS |
| 169 | FIGURE R507.3 DECK POSTS TO DECK FOOTING CONNECTION TABLE R507.4 DECK POST HEIGHTa |
| 170 | TABLE R507.3.1 MINIMUM FOOTING SIZE FOR DECKS |
| 172 | FIGURE R507.5 TYPICAL DECK JOIST SPANS TABLE R507.5 DECK BEAM SPAN LENGTHS |
| 173 | FIGURE R507.5.1(1) DECK BEAM TO DECK POST FIGURE R507.5.1(2) NOTCHED POST-TO-BEAM CONNECTION |
| 174 | FIGURE R507.6 TYPICAL DECK JOIST SPANS |
| 175 | TABLE R507.6 DECK JOIST SPANS FOR COMMON LUMBER SPECIES TABLE R507.7 MAXIMUM JOIST SPACING FOR DECKING TABLE R507.9.1.3(1) DECK LEDGER CONNECTION TO BAND JOISTa |
| 176 | TABLE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS FIGURE R507.9.1.3(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FIGURE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS |
| 177 | FIGURE R507.9.2(1) DECK ATTACHMENT FOR LATERAL LOADS FIGURE R507.9.2(2) DECK ATTACHMENT FOR LATERAL LOADS |
| 178 | CHAPTER 6 WALL CONSTRUCTION SECTION R601 GENERAL SECTION R602 WOOD WALL FRAMING |
| 179 | TABLE R602.3(1) FASTENING SCHEDULE |
| 180 | TABLE R602.3(1)—continued FASTENING SCHEDULE |
| 181 | TABLE R602.3(1) FASTENING SCHEDULE—continued |
| 182 | TABLE R602.3(1)—continued FASTENING SCHEDULE |
| 183 | TABLE R602.3.2 SINGLE TOP-PLATE SPLICE CONNECTION DETAILS |
| 184 | TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) |
| 185 | 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 PARTICLE BOARD WALL SHEATHING |
| 186 | TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDSa |
| 187 | FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING |
| 188 | FIGURE R602.3(2) FRAMING DETAILS |
| 189 | FIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS |
| 190 | FIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLSFor SI: 1 inch = 25.4 mm.FIGURE R602.6.1TOP PLATE FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING |
| 191 | TABLE R602.7(1) GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS |
| 192 | TABLE R602.7(1)—continued GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS |
| 193 | TABLE R602.7(2) GIRDER SPANSa AND HEADER SPANSa FOR INTERIOR BEARING WALLS TABLE R602.7(3) GIRDER AND HEADER SPANSa FOR OPEN PORCHES |
| 194 | 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 |
| 195 | TABLE R602.7.3 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa FIGURE R602.7.3 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION |
| 196 | TABLE R602.7.5 MINIMUM NUMBER OF FULL-HEIGHT STUDS AT EACH END OF HEADERS IN EXTERIOR WALLSa |
| 197 | FIGURE R602.10.1.1 BRACED WALL LINES TABLE R602.10.1.3 BRACED WALL LINE SPACING |
| 198 | FIGURE R602.10.1.4 ANGLED WALLS FIGURE R602.10.2.2 LOCATION OF BRACED WALL PANELS |
| 200 | TABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED |
| 201 | TABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED |
| 202 | TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED |
| 203 | TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED |
| 204 | TABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING |
| 205 | TABLE R602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY |
| 206 | TABLE R602.10.3(3)—continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY |
| 207 | TABLE R602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING |
| 208 | TABLE R602.10.4 BRACING METHODS |
| 209 | TABLE R602.10.4—continued BRACING METHODS |
| 211 | TABLE R602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS |
| 212 | 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 |
| 213 | FIGURE R602.10.6.1 METHOD ABW—ALTERNATE BRACED WALL PANEL FIGURE R602.10.6.2 METHOD PFH—PORTAL FRAME WITH HOLD-DOWNS |
| 214 | FIGURE R602.10.6.3 METHOD PFG—PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C |
| 215 | TABLE R602.10.6.4 TENSION STRAP CAPACITY FOR RESISTING WIND PRESSURES PERPENDICULAR TO METHODS PFH, PFG AND CS-PF BRACED WALL PANELSa |
| 216 | FIGURE R602.10.6.4 METHOD CS-PF—CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION |
| 217 | TABLE R602.10.6.5 METHOD BV-WSP WALL BRACING REQUIREMENTS |
| 218 | 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 |
| 219 | FIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING |
| 220 | FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING |
| 221 | FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING |
| 222 | 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 FIGURE R602.10.8.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES |
| 223 | FIGURE R602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS |
| 224 | FIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION |
| 226 | FIGURE R602.12.1 RECTANGLE CIRCUMSCRIBING AN ENCLOSED BUILDING SECTION R603 COLD-FORMED STEEL WALL FRAMING |
| 227 | TABLE R602.12.4 MINIMUM NUMBER OF BRACING UNITS ON EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE |
| 228 | FIGURE R602.12.5 BRACING UNIT DISTRIBUTION FIGURE R603.1.2 IN-LINE FRAMING TABLE R603.2.3 LOAD-BEARING COLD-FORMED STEEL STUD SIZES AND THICKNESSES |
| 229 | FIGURE R603.2.3(1) C-SHAPED SECTION FIGURE R603.2.3(2) TRACK SECTION FIGURE R603.2.6.1 WALL STUD WEB HOLES |
| 230 | FIGURE R603.2.6.3 WALL STUD WEB HOLE PATCH |
| 231 | TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa |
| 232 | FIGURE R603.3.1(1) WALL TO FLOOR CONNECTION FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION |
| 233 | FIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION FIGURE R603.3.1(4) WIND UPLIFT CONNECTOR |
| 234 | 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 TABLE R603.3.2(1) WALL FASTENING SCHEDULEa |
| 235 | TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY |
| 236 | TABLE R603.3.2(3) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY |
| 237 | TABLE R603.3.2(4) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY |
| 238 | TABLE R603.3.2(5) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY |
| 239 | TABLE R603.3.2(6) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY |
| 240 | TABLE R603.3.2(7) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING |
| 241 | TABLE R603.3.2(8) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING |
| 242 | TABLE R603.3.2(9) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING |
| 243 | TABLE R603.3.2(10) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING |
| 244 | TABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING |
| 245 | TABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING |
| 246 | TABLE R603.3.2(13) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING |
| 247 | TABLE R603.3.2(14) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING |
| 248 | TABLE R603.3.2(15) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING |
| 249 | TABLE R603.3.2(16) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING |
| 250 | TABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHT |
| 251 | TABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHT |
| 252 | FIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY FIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL |
| 253 | FIGURE R603.3.5 TRACK SPLICE FIGURE R603.4 CORNER FRAMING |
| 254 | FIGURE R603.6(1) BOX BEAM HEADER FIGURE R603.6(2) BACK-TO-BACK HEADER |
| 255 | TABLE R603.6(1) BOX-BEAM AND BACK-TO-BACK HEADER SPANS |
| 256 | TABLE R603.6(2) BOX-BEAM AND BACK-TO-BACK HEADER SPANS |
| 257 | TABLE R603.6(3) BOX-BEAM AND BACK-TO-BACK HEADER SPANS |
| 258 | TABLE R603.6(4) BOX-BEAM AND BACK-TO-BACK HEADER SPANS |
| 259 | TABLE R603.6(5) BOX-BEAM AND BACK-TO-BACK HEADER SPANS |
| 260 | TABLE R603.6(6) BOX-BEAM AND BACK-TO-BACK HEADER SPANS |
| 261 | FIGURE R603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL FIGURE R603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL |
| 262 | 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 |
| 263 | FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN |
| 264 | 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 |
| 265 | 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 |
| 266 | 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 |
| 267 | 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 |
| 268 | 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 |
| 269 | TABLE R606.2.8 MORTAR PROPORTIONSa |
| 270 | TABLE R606.2.12 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION TABLE R606.3.4.1 MINIMUM CORROSION PROTECTION |
| 271 | TABLE R606.3.5.1 GROUT SPACE DIMENSIONS AND POUR HEIGHTS |
| 273 | TABLE R606.6.4 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS |
| 274 | TABLE R606.9 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY |
| 275 | 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 |
| 276 | FIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C |
| 277 | FIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1 OR D2 |
| 278 | TABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES |
| 279 | TABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDINGS ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1 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 |
| 280 | SECTION R607 GLASS UNIT MASONRY |
| 281 | FIGURE R607.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE |
| 282 | SECTION R608 EXTERIOR CONCRETE WALL CONSTRUCTION |
| 283 | TABLE R608.3 DIMENSIONAL REQUIREMENTS FOR WALLSa FIGURE R608.3(1) FLAT WALL SYSTEM |
| 284 | FIGURE R608.3(2) WAFFLE-GRID WALL SYSTEM FIGURE R608.3(3) SCREEN-GRID WALL SYSTEM |
| 286 | TABLE R608.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS FIGURE R608.5.4(1) LAP SPLICES |
| 287 | FIGURE R608.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION FIGURE R608.5.4(3) STANDARD HOOKS |
| 288 | TABLE R608.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND ALTERNATIVE GRADE OF STEEL |
| 290 | 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 |
| 291 | TABLE R608.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS |
| 292 | TABLE R608.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLS |
| 293 | TABLE R608.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLS |
| 294 | TABLE R608.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS |
| 296 | EQUATION R6-1 EQUATION R6-2 |
| 297 | 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 |
| 298 | 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 |
| 299 | 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 |
| 300 | 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 |
| 301 | TABLE R608.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE |
| 302 | TABLE R608.7(1C)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE |
| 303 | 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 TABLE R608.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEET |
| 304 | TABLE R608.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLS |
| 305 | FIGURE R608.7(1) MINIMUM SOLID WALL LENGTH |
| 306 | FIGURE R608.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL |
| 307 | FIGURE R608.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS |
| 308 | FIGURE R608.8(1) REINFORCEMENT OF OPENINGS |
| 309 | FIGURE R608.8(2) LINTEL FOR FLAT WALLS |
| 310 | FIGURE R608.8(3) LINTELS FOR WAFFLE-GRID WALLS |
| 311 | FIGURE R608.8(4) LINTELS FOR SCREEN-GRID WALLS |
| 312 | TABLE R608.8(1) LINTEL DESIGN LOADING CONDITIONS |
| 313 | 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 |
| 314 | 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 |
| 315 | 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 |
| 316 | 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 |
| 317 | 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 |
| 318 | 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 |
| 319 | 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 |
| 320 | 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 |
| 321 | 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 |
| 322 | 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 |
| 323 | 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 |
| 324 | 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 |
| 325 | 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 |
| 326 | TABLE R608.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONBEARING WALLS |
| 327 | TABLE R608.8(9)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONBEARING WALLS TABLE R608.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN-GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS |
| 328 | SECTION R609 EXTERIOR WINDOWS AND DOORS |
| 329 | FIGURE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 330 | TABLE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa |
| 331 | FIGURE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL |
| 332 | TABLE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL |
| 333 | FIGURE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING, PERPENDICULAR |
| 334 | TABLE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 335 | FIGURE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 336 | TABLE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 337 | FIGURE R608.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 338 | TABLE R608.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa |
| 339 | FIGURE R608.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL |
| 340 | TABLE R608.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL |
| 341 | FIGURE R608.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 342 | TABLE R608.9(7) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 343 | FIGURE R608.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 344 | TABLE R608.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 345 | FIGURE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 346 | TABLE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 347 | FIGURE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 348 | TABLE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 349 | FIGURE R608.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 350 | TABLE R608.9(11) COLD-FORMED STEEL TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 351 | FIGURE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 352 | TABLE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 354 | 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 |
| 355 | 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 |
| 356 | SECTION R610 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION FIGURE R610.4 SIP WALL PANEL |
| 358 | TABLE R610.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY (inches) |
| 359 | TABLE R610.5(2) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF ONLY (inches) |
| 360 | FIGURE R610.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS FIGURE R610.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS |
| 361 | FIGURE R610.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION FIGURE R610.5(4) SIP WALL-TO-WALL PLATFORM FRAME CONNECTION |
| 362 | FIGURE R610.5(5) SIP WALL-TO-WALL HANGING FLOOR FRAME CONNECTION FIGURE R610.5.1 SIP WALL FRAMING CONFIGURATION |
| 363 | FIGURE R610.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT FIGURE R610.5.4 SIP CORNER FRAMING DETAIL |
| 364 | FIGURE R610.8 TYPICAL SIP WALL PANEL-TO-PANEL CONNECTION DETAILS TABLE R610.8 MAXIMUM SPANS FOR 11 7/8-INCH OR DEEPER SIP HEADERS |
| 366 | CHAPTER 7 WALL COVERING SECTION R701 GENERAL SECTION R702 INTERIOR COVERING TABLE R702.1(1) THICKNESS OF PLASTER |
| 367 | TABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME |
| 369 | TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS |
| 370 | TABLE R702.3.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES TABLE R702.4.2 BACKER BOARD MATERIALS SECTION R703 EXTERIOR COVERING |
| 371 | TABLE R703.3(2) SCREW FASTENER SUBSTITUTION FOR SIDING ATTACHMENT TO COLD-FORMED STEEL LIGHT FRAME CONSTRUCTION |
| 372 | TABLE R703.3(1) SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS |
| 373 | TABLE R703.3(1)—continued SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS |
| 374 | TABLE R703.3.2 OPTIONAL SIDING ATTACHMENT SCHEDULE FOR FASTENERS WHERE NO STUD PENETRATION NECESSARY |
| 375 | FIGURE R703.4(1) KICKOUT FLASHING TABLE R703.6.1 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLS |
| 377 | TABLE R703.6.3(1) SINGLE-COURSE SIDEWALL FASTENERS TABLE R703.6.3(2) DOUBLE-COURSE SIDEWALL FASTENERS |
| 378 | FIGURE R703.8 TYPICAL MASONRY VENEER WALL DETAILSe |
| 379 | FIGURE R703.8—continued TYPICAL MASONRY VENEER WALL DETAILSe |
| 380 | 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 |
| 381 | FIGURE R703.8.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES FIGURE R703.8.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS |
| 382 | 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 |
| 383 | TABLE R703.8.4(1) TIE ATTACHMENT AND AIRSPACE REQUIREMENTS |
| 384 | TABLE R703.8.4(2) REQUIRED BRICK TIE SPACING FOR DIRECT APPLICATION TO WOOD STRUCTURAL PANEL SHEATHING |
| 385 | TABLE R703.11.2 ADJUSTED MINIMUM DESIGN WIND PRESSURE REQUIREMENT FOR VINYL SIDING |
| 387 | TABLE R703.15.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa |
| 388 | TABLE R703.15.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa TABLE R703.16.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT |
| 389 | TABLE R703.16.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa |
| 390 | CHAPTER 8 ROOF-CEILING CONSTRUCTION SECTION R801 GENERAL SECTION R802 WOOD ROOF FRAMING |
| 392 | TABLE R802.4.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 393 | TABLE R802.4.1(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 394 | TABLE R802.4.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 395 | TABLE R802.4.1(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 396 | TABLE R802.4.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 397 | TABLE R802.4.1(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 398 | TABLE R802.4.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 399 | TABLE R802.4.1(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 400 | TABLE R802.4.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 401 | TABLE R802.4.1(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 402 | TABLE R802.4.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 403 | TABLE R802.4.1(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 404 | TABLE R802.4.1(7) RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 405 | TABLE R802.4.1(7)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 406 | TABLE R802.4.1(8) RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 407 | TABLE R802.4.1(8)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 408 | FIGURE R802.4.5 BRACED RAFTER CONSTRUCTION |
| 409 | TABLE R802.5.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES |
| 410 | TABLE R802.5.1(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES |
| 411 | TABLE R802.5.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES |
| 412 | TABLE R802.5.1(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES |
| 413 | TABLE R802.5.2 RAFTER/CEILING JOIST HEEL JOINT CONNECTIONS |
| 414 | FIGURE R802.7.1.1 RAFTER NOTCH |
| 415 | FIGURE R802.7.1.2 CEILING JOIST TAPER CUT |
| 416 | SECTION R803 ROOF SHEATHING TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING |
| 417 | TABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION |
| 418 | TABLE R802.11—continued RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION) |
| 419 | SECTION R804 COLD-FORMED STEEL ROOF FRAMING FIGURE R804.1.2 IN-LINE FRAMING |
| 420 | 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 |
| 421 | FIGURE R804.2.6.1 ROOF FRAMING MEMBER WEB HOLES |
| 422 | FIGURE R804.2.6.3 ROOF FRAMING MEMBER WEB HOLE PATCH |
| 423 | FIGURE R804.3 COLD-FORMED STEEL ROOF CONSTRUCTION TABLE R804.3 ROOF FRAMING FASTENING SCHEDULEa |
| 424 | TABLE R804.3.1.1(1) CEILING JOIST SPANS 10 PSF LIVE LOAD (NO ATTIC STORAGE) |
| 425 | 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 CONNECTIONa |
| 426 | 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 |
| 427 | 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 |
| 428 | FIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS |
| 429 | TABLE R804.3.2.1(1) ROOF RAFTER SPANS TABLE R804.3.2.1(2) BASIC DESIGN WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION |
| 430 | 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 |
| 431 | FIGURE R804.3.5(1) ROOF OR CEILING OPENING |
| 432 | 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 |
| 433 | FIGURE R804.3.7.1(1) CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL FIGURE R804.3.7.1(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL |
| 434 | FIGURE R804.3.7.2 ROOF BLOCKING DETAIL SECTION R805 CEILING FINISHES SECTION R806 ROOF VENTILATION |
| 435 | SECTION R807 ATTIC ACCESS |
| 436 | CHAPTER 9 ROOF ASSEMBLIES SECTION R901 GENERAL SECTION R902 FIRE CLASSIFICATION SECTION R903 WEATHER PROTECTION SECTION R904 MATERIALS |
| 437 | SECTION R905 REQUIREMENTS FOR ROOF COVERINGS TABLE R905.1.1(1) UNDERLAYMENT TYPES |
| 438 | TABLE R905.1.1(2) UNDERLAYMENT APPLICATION TABLE R905.1.1(3) UNDERLAYMENT ATTACHMENT |
| 439 | TABLE R905.2.4.1 CLASSIFICATION OF ASPHALT ROOF SHINGLES |
| 440 | TABLE R905.2.8.2 VALLEY LINING MATERIAL |
| 441 | TABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT |
| 442 | TABLE R905.6.5 SLATE SHINGLE HEADLAP TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS TABLE R905.7.5(1) WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE TABLE R905.7.5(2) NAIL REQUIREMENTS FOR WOOD SHAKES AND WOOD SHINGLES |
| 443 | TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS |
| 444 | TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS |
| 445 | TABLE R905.10.3(1) METAL ROOF COVERING STANDARDS TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE |
| 446 | TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS TABLE R905.14.3 PROTECTIVE COATING MATERIAL STANDARDS |
| 447 | SECTION R906 ROOF INSULATION TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION R907 ROOFTOP-MOUNTED PHOTOVOLTAIC PANEL SYSTEMS SECTION R908 REROOFING |
| 450 | CHAPTER 10 CHIMNEYS AND FIREPLACES SECTION R1001 MASONRY FIREPLACES |
| 451 | TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS |
| 452 | FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS |
| 453 | FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES SECTION R1002 MASONRY HEATERS |
| 454 | SECTION R1003 MASONRY CHIMNEYS |
| 456 | 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 |
| 457 | FIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS |
| 458 | FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES FIGURE R1003.20 CHIMNEY CRICKET TABLE R1003.20 CRICKET DIMENSIONS SECTION R1004 FACTORY-BUILT FIREPLACES |
| 459 | SECTION R1005 FACTORY-BUILT CHIMNEYS SECTION R1006 EXTERIOR AIR SUPPLY |
| 460 | CHAPTER 11 ENERGY EFFICIENCY PART I—ENERGY CONSERVATION SECTION N1101 SCOPE TABLE N1101.2 EXISTING BUILDING COMPONENT REQUIREMENTS |
| 461 | TABLE N1101.1(1) PRESCRIPTIVE ENVELOPE REQUIREMENTSa |
| 462 | TABLE N1101.1(2) ADDITIONAL MEASURES TABLE N1101.3 SMALL ADDITION ADDITIONAL MEASURES (select one) |
| 463 | SECTION N1102 DEFINITIONS |
| 464 | SECTION N1103 ALTERNATIVE SYSTEMS SECTION N1104 EXTERIOR ENVELOPE REQUIREMENTS |
| 466 | TABLE N1104.1(1) RESIDENTIAL THERMAL PERFORMANCE CALCULATIONS |
| 467 | TABLE N1104.1(2) APPROVED DEFAULT U-FACTORS |
| 469 | TABLE N1104.8 AIR BARRIER INSTALLATION AND AIR SEALING REQUIREMENTS SECTION N1105 HEATING, VENTILATING AND AIR-CONDITIONING SYSTEMS |
| 470 | SECTION N1106 PIPING INSULATION SECTION N1107 LIGHTING |
| 471 | SECTION N1108 PLUMBING FIXTURE EFFICIENCY PART II—ALTERNATIVE SYSTEMS ANALYSIS SECTION NA1109 ALTERNATIVE SYSTEMS ANALYSIS TABLE NA1109.2 BASIS FOR COMPARISON |
| 472 | TABLE NA1109.2.2 THERMOSTAT SETTINGS |
| 474 | PART V—MECHANICAL CHAPTER 12 MECHANICAL ADMINISTRATION SECTION M1201 GENERAL SECTION M1202 EXISTING MECHANICAL SYSTEMS |
| 476 | CHAPTER 13 GENERAL MECHANICAL SYSTEM REQUIREMENTS SECTION M1301 GENERAL SECTION M1302 APPROVAL SECTION M1303 LABELING OF APPLIANCES SECTION M1304 TYPE OF FUEL SECTION M1305 APPLIANCE ACCESS |
| 477 | SECTION M1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION |
| 478 | SECTION M1307 APPLIANCE INSTALLATION |
| 479 | TABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION |
| 480 | FIGURE M1306.1 REDUCED CLEARANCE DIAGRAM FIGURE M1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM |
| 481 | FIGURE M1307.3.1 TYPICAL MOTOR VEHICLE IMPACT PROTECTION |
| 482 | SECTION M1308 MECHANICAL SYSTEMS INSTALLATION SECTION M1309 PIPING SUPPORT |
| 483 | TABLE M1309.4 HANGER SPACING INTERVALS |
| 484 | CHAPTER 14 HEATING AND COOLING EQUIPMENT AND APPLIANCES SECTION M1401 GENERAL SECTION M1402 CENTRAL FURNACES SECTION M1403 HEAT PUMP EQUIPMENT SECTION M1404 REFRIGERATION COOLING EQUIPMENT SECTION M1405 BASEBOARD CONVECTORS SECTION M1406 RADIANT HEATING SYSTEMS |
| 485 | SECTION M1407 DUCT HEATERS SECTION M1408 VENTED FLOOR FURNACES |
| 486 | SECTION M1409 VENTED WALL FURNACES SECTION M1410 VENTED ROOM HEATERS SECTION M1411 HEATING AND COOLING EQUIPMENT |
| 487 | SECTION M1412 ABSORPTION COOLING EQUIPMENT |
| 488 | SECTION M1413 EVAPORATIVE COOLING EQUIPMENT SECTION M1414 FIREPLACE STOVES SECTION M1415 MASONRY HEATERS |
| 490 | CHAPTER 15 EXHAUST SYSTEMS SECTION M1501 GENERAL SECTION M1502 CLOTHES DRYER EXHAUST |
| 491 | TABLE M1502.4.5.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH SECTION M1503 DOMESTIC COOKING EXHAUST EQUIPMENT |
| 492 | SECTION M1504 EXHAUST DUCTS AND EXHAUST OPENINGS TABLE M1504.2 PRESCRIPTIVE EXHAUST DUCT SIZING |
| 493 | SECTION M1505 MECHANICAL VENTILATION EQUATION 15-1 TABLE M1505.4.3(1) CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS TABLE M1505.4.3(2) INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORS |
| 494 | TABLE M1505.5 EXHAUST RATES FOR RESIDENTIAL DWELLINGS |
| 496 | CHAPTER 16 DUCT SYSTEMS SECTION M1601 DUCT CONSTRUCTION |
| 497 | TABLE M1601.1.1 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITSa |
| 498 | SECTION M1602 RETURN AIR |
| 499 | SECTION M1603 SMOKE AND FIRE DAMPER |
| 500 | CHAPTER 17 COMBUSTION AIR SECTION M1701 GENERAL |
| 502 | CHAPTER 18 CHIMNEYS AND VENTS SECTION M1801 GENERAL |
| 503 | SECTION M1802 VENT COMPONENTS SECTION M1803 CHIMNEY AND VENT CONNECTORS TABLE M1803.2 THICKNESS FOR SINGLE-WALL METAL PIPE CONNECTORS TABLE M1803.3.4 CHIMNEY AND VENT CONNECTOR CLEARANCES TO COMBUSTIBLE MATERIALSa |
| 504 | SECTION M1804 VENTS TABLE M1804.1 VENT SELECTION CHART |
| 505 | SECTION M1805 MASONRY AND FACTORY-BUILT CHIMNEYS |
| 506 | CHAPTER 19 SPECIAL APPLIANCES, EQUIPMENT AND SYSTEMS SECTION M1901 RANGES AND OVENS SECTION M1902 SAUNA HEATERS SECTION M1903 ENGINE AND GAS TURBINE-POWERED EQUIPMENT SECTION M1904 SMALL CERAMIC KILNS |
| 507 | SECTION M1905 STATIONARY FUEL CELL POWER PLANTS SECTION M1906 GASEOUS HYDROGEN SYSTEMS |
| 508 | CHAPTER 20 BOILERS AND WATER HEATERS SECTION M2001 BOILERS SECTION M2002 OPERATING AND SAFETY CONTROLS SECTION M2003 EXPANSION TANKS |
| 509 | TABLE M2003.2 EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS SECTION M2004 WATER HEATERS USED FOR SPACE HEATING SECTION M2005 WATER HEATERS SECTION M2006 POOL HEATERS |
| 510 | CHAPTER 21 HYDRONIC PIPING SECTION M2101 HYDRONIC PIPING SYSTEMS INSTALLATION SECTION M2102 BASEBOARD CONVECTORS SECTION M2103 FLOOR HEATING SYSTEMS |
| 511 | TABLE M2101.1 HYDRONIC PIPING AND FITTING MATERIALS |
| 512 | SECTION M2104 LOW TEMPERATURE PIPING SECTION M2105 GROUND-SOURCE HEAT-PUMP SYSTEM LOOP PIPING |
| 513 | TABLE M2105.4 GROUND-SOURCE LOOP PIPE TABLE M2105.5 GROUND-SOURCE LOOP PIPE FITTINGS |
| 516 | CHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS SECTION M2201 OIL TANKS SECTION M2202 OIL PIPING, FITTING AND CONNECTIONS SECTION M2203 INSTALLATION SECTION M2204 OIL PUMPS AND VALVES |
| 518 | CHAPTER 23 SOLAR ENERGY SYSTEMS SECTION M2301 SOLAR THERMAL ENERGY SYSTEMS |
| 519 | SECTION M2302 PHOTOVOLTAIC SYSTEMS |
| 520 | PART VI—FUEL GAS CHAPTER 24 FUEL GAS SECTION G2401 GENERAL SECTION G2402 GENERAL SECTION G2403 GENERAL DEFINITIONS |
| 526 | SECTION G2404 GENERAL SECTION G2405 STRUCTURAL SAFETY SECTION G2406 APPLIANCE LOCATION |
| 527 | SECTION G2407 COMBUSTION, VENTILATION AND DILUTION AIR EQUATION 24-1 EQUATION 24-2 |
| 528 | FIGURE G2407.5.3 ALL AIR FROM INSIDE THE BUILDING FIGURE G2407.6.1(1) ALL AIR FROM OUTDOORS—INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC FIGURE G2407.6.1(2) ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC |
| 529 | FIGURE G2407.6.1(3) ALL AIR FROM OUTDOORS FIGURE G2407.6.2 SINGLE COMBUSTION AIR OPENING, ALL AIR FROM OUTDOORS |
| 530 | SECTION G2408 INSTALLATION SECTION G2409 CLEARANCE REDUCTION |
| 531 | FIGURE G2409.2(1) EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS |
| 532 | FIGURE G2409.2(2) WALL PROTECTOR CLEARANCE REDUCTION SYSTEM FIGURE G2409.2(3) MASONRY CLEARANCE REDUCTION SYSTEM |
| 533 | TABLE G2409.2a through k REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION |
| 534 | SECTION G2410 ELECTRICAL SECTION G2411 ELECTRICAL BONDING SECTION G2412 GENERAL SECTION G2413 PIPE SIZING |
| 535 | EQUATION 24-3 EQUATION 24-4 TABLE G2413.4 Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS SECTION G2414 PIPING MATERIALS |
| 536 | TABLE G2413.4(1) SCHEDULE 40 METALLIC PIPE |
| 537 | TABLE G2413.4(2) SCHEDULE 40 METALLIC PIPE |
| 538 | TABLE G2413.4(3) SEMIRIGID COPPER TUBING |
| 539 | TABLE G2413.4(4) SEMIRIGID COPPER TUBING |
| 540 | TABLE G2413.4(5) CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 541 | TABLE G2413.4(6) CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 542 | TABLE G2413.4(7) POLYETHYLENE PLASTIC PIPE |
| 543 | TABLE G2413.4(8) POLYETHYLENE PLASTIC PIPE |
| 544 | TABLE G2413.4(9) SCHEDULE 40 METALLIC PIPE |
| 545 | TABLE G2413.4(10) SCHEDULE 40 METALLIC PIPE |
| 546 | TABLE G2413.4(11) SCHEDULE 40 METALLIC PIPE |
| 547 | TABLE G2413.4(12) SCHEDULE 40 METALLIC PIPE |
| 548 | TABLE G2413.4(13) SEMIRIGID COPPER TUBING |
| 549 | TABLE G2413.4(14) SEMIRIGID COPPER TUBING |
| 550 | TABLE G2413.4(15) SEMIRIGID COPPER TUBING |
| 551 | TABLE G2413.4(16) CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 552 | TABLE G2413.4(17) CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 553 | TABLE G2413.4(18) CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 554 | TABLE G2413.4(19) POLYETHYLENE PLASTIC PIPE |
| 555 | TABLE G2413.4(20) POLYETHYLENE PLASTIC PIPE |
| 556 | TABLE G2413.4(21) POLYETHYLENE PLASTIC TUBING |
| 557 | TABLE G2414.9.2 SPECIFICATIONS FOR THREADING METALLIC PIPE |
| 558 | SECTION G2415 PIPING SYSTEM INSTALLATION |
| 561 | SECTION G2416 PIPING BENDS AND CHANGES IN DIRECTION SECTION G2417 INSPECTION, TESTING AND PURGING |
| 562 | SECTION G2418 PIPING SUPPORT SECTION G2419 DRIPS AND SLOPED PIPING FIGURE G2419.4 METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP |
| 563 | SECTION G2420 SHUTOFF VALVES TABLE G2420.1.1 MANUAL GAS VALVE STANDARDS SECTION G2421 FLOW CONTROLS |
| 564 | SECTION G2422 APPLIANCE CONNECTIONS |
| 565 | SECTION G2423 COMPRESSED NATURAL GAS MOTOR VEHICLE FUEL-DISPENSING FACILITIES SECTION G2424 PIPING SUPPORT INTERVALS TABLE G2424.1 SUPPORT OF PIPING SECTION G2425 GENERAL |
| 566 | SECTION G2426 VENTS |
| 567 | SECTION G2427 VENTING OF APPLIANCES |
| 568 | TABLE G2427.4 TYPE OF VENTING SYSTEM TO BE USED |
| 570 | FIGURE G2427.6.4 TERMINATION LOCATIONS FOR GAS VENTS WITH LISTED CAPS 12 INCHES OR LESS IN SIZE NOT LESS THAN 8 FEET FROM A VERTICAL WALL |
| 572 | TABLE G2427.8 THROUGH-THE-WALL, DIRECT-VENT TERMINATION CLEARANCES |
| 573 | TABLE G2427.10.2.4 MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES |
| 574 | TABLE G2427.10.5 (503.10.5) CLEARANCES FOR CONNECTORSa |
| 575 | SECTION G2428 SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS |
| 576 | TABLE G2428.2(1) TYPE B DOUBLE-WALL GAS VENT |
| 577 | TABLE G2428.2(1)—continued TYPE B DOUBLE-WALL GAS VENT |
| 578 | TABLE G2428.2(2) TYPE B DOUBLE-WALL GAS VENT |
| 579 | TABLE G2428.2(2)—continued TYPE B DOUBLE-WALL GAS VENT |
| 581 | TABLE G2428.3.2 MAXIMUM VENT CONNECTOR LENGTH |
| 582 | TABLE G2428.3(1) TYPE B DOUBLE-WALL VENT |
| 583 | TABLE G2428.3(2) TYPE B DOUBLE-WALL VENT |
| 584 | TABLE G2428.3(3) MASONRY CHIMNEY |
| 585 | TABLE G2428.3(4) MASONRY CHIMNEY |
| 587 | SECTION G2429 DIRECT-VENT, INTEGRAL VENT, MECHANICAL VENT AND VENTILATION/EXHAUST HOOD VENTING SECTION G2430 FACTORY-BUILT CHIMNEYS SECTION G2431 GENERAL SECTION G2432 DECORATIVE APPLIANCES FOR INSTALLATION IN FIREPLACES SECTION G2433 LOG LIGHTERS SECTION G2434 VENTED GAS FIREPLACES (DECORATIVE APPLIANCES) |
| 588 | SECTION G2435 VENTED GAS FIREPLACE HEATERS SECTION G2436 VENTED WALL FURNACES SECTION G2437 FLOOR FURNACES SECTION G2438 CLOTHES DRYERS SECTION G2439 ENGINE AND GAS TURBINE-POWERED EQUIPMENT |
| 589 | SECTION G2440 SAUNA HEATERS SECTION G2441 POOL AND SPA HEATERS SECTION G2442 FORCED-AIR WARM-AIR FURNACES |
| 590 | SECTION G2443 CONVERSION BURNERS SECTION G2444 UNIT HEATERS SECTION G2445 UNVENTED ROOM HEATERS SECTION G2446 VENTED ROOM HEATERS |
| 591 | SECTION G2447 COOKING APPLIANCES SECTION G2448 WATER HEATERS SECTION G2449 AIR-CONDITIONING APPLIANCES SECTION G2450 ILLUMINATING APPLIANCES |
| 592 | SECTION G2451 INFRARED RADIANT HEATERS SECTION G2452 CHIMNEY DAMPER OPENING AREA TABLE G2452.1 FREE OPENING AREA OF CHIMNEY DAMPER FOR VENTING FLUE GASES FROM UNLISTED DECORATIVE APPLIANCES FOR INSTALLATION IN VENTED FIREPLACES SECTION G2453 OUTDOOR DECORATIVE APPLIANCES |
| 594 | RESIDENTIAL PLUMBING CHAPTERS 25-33 |
| 596 | RESIDENTIAL ELECTRICAL CHAPTERS 34-42 CHAPTER 43 LOW-RISE APARTMENTS |
| 598 | PART IX—REFERENCED STANDARDS CHAPTER 44 REFERENCED STANDARDS AAMA ACCA ACI |
| 599 | AISI ANCE ANSI |
| 601 | APA ASCE/SEI |
| 602 | ASHRAE ASME ASTM |
| 613 | AWC AWPA AWS |
| 614 | AWWA CEN CPA CPSC CSA |
| 615 | CSSB DOC DOTn FEMA FM |
| 616 | GA HPVA ICC ISO MSS NAIMA |
| 617 | NFPA NFRC NSF |
| 618 | PCA SBCA SMACNA TMS TPI |
| 619 | UL |
| 621 | ULC WDMA WMA |
| 622 | APPENDIX A SIZING AND CAPACITIES OF GAS PIPING |
| 624 | APPENDIX B SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES AND APPLIANCES LISTED FOR USE WITH TYPE B VENTS |
| 626 | APPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS |
| 628 | APPENDIX D RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION |
| 630 | APPENDIX E MANUFACTURED HOUSING USED AS DWELLINGS SECTION AE101 ANCHORAGE INSTALLATIONS SECTION AE102 TIES, MATERIALS AND INSTALLATION |
| 632 | APPENDIX F RADON CONTROL METHODS SECTION AF101 SCOPE SECTION AF102 DEFINITIONS SECTION AF103 REQUIREMENTS |
| 635 | FIGURE AF103(1) RADON-RESISTANT CONSTRUCTION DETAILS FOR BASEMENT FOUNDATIONS |
| 636 | FIGURE AF103(2) RADON-RESISTANT CONSTRUCTION FOR CRAWL SPACE FOUNDATIONS |
| 637 | FIGURE AF103(3) RADON-RESISTANT CONSTRUCTION COMBINATION BASEMENT/CRAWL SPACE FOUNDATIONS |
| 638 | APPENDIX G PIPING STANDARDS FOR VARIOUS APPLICATIONS |
| 640 | APPENDIX H PATIO COVERS SECTION AH101 GENERAL SECTION AH102 DEFINITION SECTION AH103 EXTERIOR WALLS AND OPENINGS SECTION AH104 HEIGHT SECTION AH105 STRUCTURAL PROVISIONS |
| 642 | APPENDIX I PRIVATE SEWAGE DISPOSAL |
| 644 | APPENDIX J EXISTING BUILDINGS AND STRUCTURES |
| 646 | APPENDIX K SOUND TRANSMISSION SECTION AK101 GENERAL SECTION AK102 AIRBORNE SOUND SECTION AK103 STRUCTURAL-BORNE SOUND SECTION AK104 REFERENCED STANDARDS |
| 648 | APPENDIX L PERMIT FEES |
| 650 | APPENDIX M HOME DAY CARE—R-3 OCCUPANCY |
| 652 | APPENDIX N VENTING METHODS |
| 654 | APPENDIX O AUTOMATIC VEHICULAR GATES |
| 656 | APPENDIX P SIZING OF WATER PIPING SYSTEM |
| 658 | APPENDIX Q TINY HOUSES |
| 660 | APPENDIX R LIGHT STRAW-CLAY CONSTRUCTION SECTION AR101 GENERAL SECTION AR102 DEFINITIONS SECTION AR103 NONBEARING LIGHT STRAW-CLAY CONSTRUCTION |
| 661 | TABLE AR103.2.3 REQUIREMENTS AND PROPERTIES OF LIGHT STRAW-CLAY MIXTURESa FIGURE AR103.2.4(1) LIGHT STRAW-CLAY WALL WITH LARSEN TRUSSES FIGURE AR103.2.4(2) LIGHT STRAW-CLAY WALL SINGLE STUD WIDTH |
| 662 | FIGURE AR103.2.4(3) LIGHT STRAW-CLAY WALL WITH BLIND STUDS SECTION AR104 THERMAL PERFORMANCE |
| 663 | SECTION AR105 REFERENCED STANDARDS |
| 664 | APPENDIX S STRAWBALE CONSTRUCTION SECTION AS101 GENERAL SECTION AS102 DEFINITIONS SECTION AS103 BALES |
| 665 | FIGURE AS101.1 TYPICAL STRAWBALE WALL SYSTEMS FIGURE AS102.1 BALE ORIENTATIONS |
| 666 | FIGURE AS103.2 APPROXIMATE DIMENSIONS OF COMMON STRAW BALES SECTION AS104 FINISHES |
| 667 | SECTION AS105 STRAWBALE WALLS—GENERAL |
| 668 | FIGURE AS105.1(1) TYPICAL BASE OF PLASTERED STRAWBALE WALL ON CONCRETE SLAB AND FOOTING |
| 669 | FIGURE AS105.1(2) TYPICAL BASE OF PLASTERED STRAWBALE WALL OVER RAISED FLOOR |
| 670 | FIGURE AS105.1(3) TYPICAL TOP OF LOAD-BEARING STRAWBALE WALL FIGURE AS105.1(4) TYPICAL TOP OF POST-AND-BEAM WALL WITH PLASTERED STRAWBALE INFILL |
| 671 | TABLE AS105.4 OUT-OF-PLANE RESISTANCE METHODS AND UNRESTRAINED WALL DIMENSION LIMITS |
| 672 | SECTION AS106 STRAWBALE WALLS—STRUCTURAL |
| 673 | TABLE AS106.6.1 MINIMUM COMPRESSIVE STRENGTH FOR PLASTERS ON STRUCTURAL WALLS |
| 674 | EQUATION AS-1 TABLE AS106.12 ALLOWABLE SUPERIMPOSED VERTICAL LOADS (LBS/FOOT) FOR PLASTERED LOAD-BEARING STRAWBALE WALLS |
| 675 | TABLE AS106.13(1) PLASTERED STRAWBALE BRACED WALL PANEL TYPES SECTION AS107 FIRE RESISTANCE |
| 676 | TABLE AS106.13(2) BRACING REQUIREMENTS FOR STRAWBALE-BRACED WALL PANELS BASED ON WIND SPEED |
| 677 | TABLE AS106.13(3) BRACING REQUIREMENTS FOR STRAWBALE-BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY SECTION AS108 THERMAL INSULATION |
| 678 | SECTION AS109 REFERENCED STANDARDS |
| 680 | APPENDIX T [RE] SOLAR-READY PROVISIONS—DETACHED ONE- AND TWO-FAMILY DWELLINGS AND TOWNHOUSES |
| 682 | INDEX |
| 700 | HELPFUL TOOLS FOR YOUR RESIDENTIAL CODE |
| 701 | ICC ASSESSMENT CENTER |
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