KY ResidentialCode 2018 1stprint
$86.67
Kentucky Residential Code
| Published By | Publication Date | Number of Pages |
| KY | 2018 | 739 |
This is a fully integrated custom Kentucky code based on the 2015 International Residential Code®, second printing
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2018 KENTUCKY RESIDENTIAL CODE |
| 2 | 2018 KENTUCKY RESIDENTIAL CODE TITLE PAGE |
| 3 | COPYRIGHT |
| 4 | KENTUCKY INFORMATION ON CODE ENFORCEMENT |
| 6 | SAMPLE ORDINANCE FOR THE ADOPTION OF THE INTERNATIONAL RESIDENTIAL CODE FOR SINGLE FAMILY DWELLINGS |
| 8 | TABLE OF CONTENTS |
| 14 | PART I—ADMINISTRATIVE CHAPTER 1 SCOPE AND ADMINISTRATION SECTION R101 GENERAL SECTION R102 APPLICABILITY |
| 15 | SECTION R103 BUILDING INSPECTION PROGRAM SECTION R104 DUTIES AND POWERS OF THE BUILDING OFFICIAL |
| 16 | SECTION R105 PERMITS |
| 19 | SECTION R106 CONSTRUCTION DOCUMENTS |
| 20 | SECTION R107 TEMPORARY STRUCTURES AND USES SECTION R108 FEES SECTION R109 INSPECTIONS |
| 22 | SECTION R110 CERTIFICATE OF OCCUPANCY SECTION R111 SERVICE UTILITIES SECTION R112 BOARD OF APPEALS |
| 23 | SECTION R113 VIOLATIONS |
| 24 | SECTION R114 STOP WORK ORDER SECTION R115 PROOF OF INSURANCE SECTION R116 EFFECTIVE DATES |
| 26 | PART II—DEFINITIONS CHAPTER 2 DEFINITIONS SECTION R201 GENERAL SECTION R202 DEFINITIONS |
| 44 | PART III—BUILDING PLANNING AND CONSTRUCTION CHAPTER 3 BUILDING PLANNING SECTION R301 DESIGN CRITERIA |
| 46 | TABLE R301.2(1) DESIGN SNOW, CLIMATIC AND GEOMETRIC DESIGN CRITERIA FOR KENTUCKY COUNTIES |
| 47 | TABLE R301.2(1)—continued DESIGN SNOW, CLIMATIC AND GEOMETRIC DESIGN CRITERIA FOR KENTUCKY COUNTIES |
| 48 | TABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) |
| 49 | TABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2) |
| 50 | TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION |
| 51 | FIGURE R301.2(2) SEISMIC DESIGN CATEGORIES—SITE CLASS D |
| 52 | FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D |
| 53 | FIGURE R301.2(4)A ULTIMATE DESIGN WIND SPEEDS |
| 54 | FIGURE R301.2(4)B REGIONS WHERE WIND DESIGN IS REQUIRED |
| 55 | FIGURE R301.2(5) GROUND SNOW LOADS, pg, FOR THE UNITED STATES |
| 56 | FIGURE R301.2(5)—continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES |
| 57 | FIGURE R301.2(6) TERMITE INFESTATION PROBABILITY MAP |
| 58 | FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS |
| 59 | TABLE R301.2.1.3 WIND SPEED CONVERSIONSa TABLE R301.2.2.1 SEISMIC DESIGN CATEGORIES-SITE CLASS D |
| 60 | TABLE R301.2.1.5.1 ULTIMATE DESIGN WIND SPEED MODIFICATION FOR TOPOGRAPHIC WIND EFFECTa 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 |
| 61 | FIGURE R301.2.1.5.1(3) UPWIND OBSTRUCTION |
| 63 | TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS |
| 64 | TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSb SECTION R302 FIRE-RESISTANT CONSTRUCTION |
| 65 | TABLE R302.1(1) EXTERIOR WALLS |
| 66 | TABLE R302.1(2) EXTERIOR WALLS—DWELLINGS WITH FIRE SPRINKLERS |
| 68 | TABLE R302.6 DWELLING-GARAGE SEPARATION |
| 70 | SECTION R303 LIGHT, VENTILATION AND HEATING |
| 71 | SECTION R304 MINIMUM ROOM AREAS SECTION R305 CEILING HEIGHT SECTION R306 SANITATION |
| 72 | SECTION R307 TOILET, BATH AND SHOWER SPACES FIGURE R307.1 MINIMUM FIXTURE CLEARANCES |
| 73 | SECTION R308 GLAZING 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 |
| 75 | FIGURE R308.4.7 PROHIBITED GLAZING LOCATIONS AT BOTTOM STAIR LANDINGS |
| 76 | SECTION R309 GARAGES AND CARPORTS SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS |
| 77 | SECTION R311 MEANS OF EGRESS |
| 79 | FIGURE 311.7 HANDRAIL PROFILES |
| 80 | SECTION R312 GUARDS AND WINDOW FALL PROTECTION |
| 81 | SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS SECTION R314 SMOKE ALARMS |
| 82 | SECTION R315 CARBON MONOXIDE ALARMS |
| 83 | SECTION R316 FOAM PLASTIC |
| 84 | SECTION R317 PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY |
| 86 | SECTION R318 PROTECTION AGAINST SUBTERRANEAN TERMITES |
| 87 | SECTION R319 SITE ADDRESS SECTION R320 ACCESSIBILITY SECTION R321 ELEVATORS AND PLATFORM LIFTS SECTION R322 FLOOD-RESISTANT CONSTRUCTION |
| 90 | SECTION R323 STORM SHELTERS SECTION 324 SOLAR ENERGY SYSTEMS |
| 91 | SECTION R325 MEZZANINES SECTION R326 SWIMMING POOLS, SPAS AND HOT TUBS |
| 93 | SECTION R327 POST AND FRAME STRUCTURES TABLE R327.3 POST FRAME PIER DIAMETERS FIGURE R327.2 BUILT UP COLUMN FASTENING DETAIL |
| 94 | TABLE R327.4.5 GABLE END HEADER SIZES FIGURE R327.1 POST AND FRAME WALL SECTION NO SCALE FIGURE R327.3 COLUMN UPLIFT PROTECTION EXCEPTION NO SCALE |
| 95 | TABLE R327.4.7 BEAM OR TRUSS CONNECTION AT COLUMNS MINIMUM FASTENERS OR TOTAL SHEAR OR WITHDRAW VALUES TABLE R327.5 KNEE BRACE VERTICAL DISTANCE SECTION R328 TINY HOUSES, GENERAL |
| 96 | TABLE R327.7 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS |
| 98 | CHAPTER 4 FOUNDATIONS SECTION R401 GENERAL TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa SECTION R402 MATERIALS |
| 99 | TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SECTION R403 FOOTINGS |
| 100 | TABLE R403.1(1) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION (inches) |
| 101 | TABLE R403.1(2) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION WITH BRICK VENEER (inches) |
| 102 | TABLE R403.1(3) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS WITH CAST-IN-PLACE CONCRETE OR FULLY GROUTED MASONRY WALL CONSTRUCTION (inches) |
| 104 | FIGURE R403.1(1) PLAIN CONCRETE FOOTINGS WITH MASONRY AND CONCRETE STEM WALLS IN SDC A, B AND C |
| 105 | FIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION |
| 106 | FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION |
| 107 | FIGURE R403.1.3 REINFORCED CONCRETE FOOTINGS AND MASONRY AND CONCRETE STEM WALLS IN SDC D0, D1 AND D2 |
| 108 | TABLE R403.1.4 MINIMUM FROST PROTECTION DEPTH FOR KENTUCKY FIGURE R403.1.4 MFPD—MINIMUM FROST PROTECTION DEPTH |
| 110 | FIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES |
| 111 | SECTION R404 FOUNDATION AND RETAINING WALLS |
| 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 BUILDINGSa |
| 113 | FIGURE R403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD |
| 114 | TABLE R403.3(2) AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY |
| 115 | TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY |
| 116 | TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY |
| 117 | TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY |
| 118 | TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY |
| 119 | FIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE |
| 120 | FIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE TABLE R403.4 MINIMUM DEPTH OF CRUSHED STONE FOOTINGSa (D), (inches) |
| 121 | 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 |
| 122 | TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLS |
| 123 | TABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 5 INCHES |
| 124 | TABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 6.75 INCHES |
| 125 | TABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 8.75 INCHES |
| 126 | TABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLS TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS |
| 127 | TABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLS |
| 128 | TABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS |
| 129 | TABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS |
| 130 | TABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS |
| 131 | TABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLS |
| 132 | TABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10- AND 12-INCH NOMINAL FLAT BASEMENT WALLS |
| 133 | TABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEEL |
| 136 | FIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS |
| 137 | FIGURE R404.1.5(2) ALTERNATE FOUNDATION WALL/BRICK DROP SECTION |
| 139 | TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION SECTION R405 FOUNDATION DRAINAGE |
| 140 | SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING |
| 141 | TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM SECTION R407 COLUMNS |
| 142 | SECTION R408 UNDER-FLOOR SPACE |
| 144 | CHAPTER 5 FLOORS SECTION R501 GENERAL SECTION R502 WOOD FLOOR FRAMING |
| 145 | FIGURE R502.2 FLOOR CONSTRUCTION |
| 146 | TABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)a |
| 147 | TABLE R502.3.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)a |
| 148 | TABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)b |
| 149 | TABLE R502.3.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)b |
| 150 | TABLE R502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLY (Floor Live Load ≤ 40 psf, Roof Live Load ≤ 20 psf) TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONY |
| 152 | FIGURE R502.8 CUTTING, NOTCHING AND DRILLING |
| 153 | SECTION R503 FLOOR SHEATHING TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa |
| 154 | TABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENT |
| 155 | SECTION R504 PRESSURE PRESERVATIVE-TREATED WOOD FLOORS (ON GROUND) SECTION R505 COLD-FORMED STEEL FLOOR FRAMING |
| 156 | FIGURE R505.1.2 IN-LINE FRAMING TABLE R505.2.3 COLD-FORMED STEEL JOIST SIZES AND THICKNESS |
| 157 | FIGURE R505.2.3(1) C-SHAPED SECTION FIGURE R505.2.3(2) TRACK SECTION FIGURE R505.2.6.1 FLOOR JOIST WEB HOLES |
| 158 | FIGURE R505.2.6.3 FLOOR JOIST WEB HOLE PATCH TABLE R505.3.1(1) FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS |
| 159 | TABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa FIGURE 505.3.1(1) FLOOR TO EXTERIOR LOAD-BEARING WALL STUD CONNECTION |
| 160 | FIGURE R505.3.1(2) FLOOR TO WOOD SILL CONNECTION FIGURE R505.3.1(3) FLOOR TO FOUNDATION CONNECTION |
| 161 | FIGURE R505.3.1(4) CANTILEVERED FLOOR TO FOUNDATION CONNECTION FIGURE R505.3.1(5) CANTILEVERED FLOOR TO WOOD SILL CONNECTION |
| 162 | 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 |
| 163 | FIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL FIGURE R505.3.1(9) BEARING STIFFENERS FOR END JOISTS |
| 164 | TABLE R505.3.2 ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—SINGLE OR CONTINUOUS SPANS |
| 165 | FIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID) FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP) |
| 166 | FIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS |
| 167 | FIGURE R505.3.4(2) BEARING STIFFENER FIGURE R505.3.7 TRACK SPLICE |
| 168 | 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 |
| 169 | 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 |
| 170 | SECTION R506 CONCRETE FLOORS (ON GROUND) SECTION R507 EXTERIOR DECKS |
| 171 | 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 |
| 172 | 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 |
| 173 | FIGURE 507.2.3(1) DECK ATTACHMENT FOR LATERAL LOADS FIGURE R507.2.3(2) DECK ATTACHMENT FOR LATERAL LOADS |
| 174 | TABLE R507.4 MAXIMUM JOIST SPACING TABLE R507.5 DECK JOIST SPANS FOR COMMON LUMBER SPECIES (ft. – in.) FIGURE R507.5 TYPICAL DECK JOIST SPANS |
| 175 | TABLE R507.6 DECK BEAM SPAN LENGTHS FIGURE R507.6 TYPICAL DECK BEAM SPANS |
| 176 | TABLE R507.8 DECK POST HEIGHTa FIGURE R507.7.1 DECK BEAM TO DECK POST FIGURE R507.8.1 TYPICAL DECK POSTS TO DECK FOOTINGS |
| 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 602.3(1) FASTENING SCHEDULE—continued |
| 182 | TABLE R602.3(1)—continued FASTENING SCHEDULE TABLE R602.3.2 SINGLE TOP-PLATE SPLICE CONNECTION DETAILS |
| 183 | TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) |
| 184 | TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1)—continued TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES TABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHINGa |
| 185 | TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDSa FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING |
| 186 | FIGURE R602.3(2) FRAMING DETAILS |
| 188 | FIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS |
| 189 | FIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING |
| 190 | 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) |
| 191 | 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) |
| 192 | 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) |
| 193 | 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 |
| 194 | TABLE R602.7.3 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa FIGURE R602.7.3 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION |
| 195 | TABLE R602.7.5 MINIMUM NUMBER OF FULL HEIGHT STUDS AT EACH END OF HEADERS IN EXTERIOR WALLS FIGURE R602.10.1.1 BRACED WALL LINES |
| 196 | TABLE R602.10.1.3 BRACED WALL LINE SPACING FIGURE R602.10.1.4 ANGLED WALLS |
| 197 | FIGURE R602.10.2.2 LOCATION OF BRACED WALL PANELS |
| 199 | TABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED |
| 200 | TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED |
| 201 | TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED |
| 202 | TABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING |
| 203 | TABLE R602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY |
| 204 | TABLE R602.10.3(3)—continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY |
| 205 | TABLE R602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING |
| 206 | TABLE R602.10.4 BRACING METHODS |
| 207 | TABLE R602.10.4—continued BRACING METHODS |
| 208 | TABLE R602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS |
| 209 | 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 |
| 210 | 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 |
| 211 | FIGURE R602.10.6.2 METHOD PFH—PORTAL FRAME WITH HOLD-DOWNS FIGURE R602.10.6.3 METHOD PFG—PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C |
| 212 | FIGURE R602.10.6.4 METHOD CS-PF—CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION |
| 213 | TABLE R602.10.6.4 TENSION STRAP CAPACITY FOR RESISTING WIND PRESSURES PERPENDICULAR TO METHODS PFH, PFG AND CS-PF BRACED WALL PANELS |
| 214 | TABLE R602.10.6.5 METHOD BV-WSP WALL BRACING REQUIREMENTS |
| 215 | 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 |
| 216 | FIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING |
| 217 | 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 |
| 218 | 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 |
| 219 | FIGURE R602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS |
| 221 | FIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION SECTION R603 COLD-FORMED STEEL WALL FRAMING |
| 222 | FIGURE R603.1.2 IN-LINE FRAMING |
| 223 | TABLE R603.2.3 LOAD-BEARING COLD-FORMED STEEL STUD SIZES AND THICKNESSES FIGURE R603.2.3(1) C-SHAPED SECTION FIGURE R603.2.3(2) TRACK SECTION |
| 224 | FIGURE R603.2.6.1 WALL STUD WEB HOLES FIGURE R603.2.6.3 WALL STUD WEB HOLE PATCH |
| 225 | TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTS |
| 226 | FIGURE R603.3.1(1) WALL TO FLOOR CONNECTION FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION |
| 227 | FIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION FIGURE R603.3.1(4) WIND UPLIFT CONNECTOR |
| 228 | 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 |
| 229 | TABLE R603.3.2(1) WALL FASTENING SCHEDULE TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY |
| 230 | TABLE R603.3.2(3) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY |
| 231 | TABLE R603.3.2(4) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY |
| 232 | TABLE R603.3.2(5) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY |
| 233 | TABLE R603.3.2(6) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY |
| 234 | TABLE R603.3.2(7) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING |
| 235 | TABLE R603.3.2(8) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING |
| 236 | TABLE R603.3.2(9) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING |
| 237 | TABLE R603.3.2(10) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING |
| 238 | TABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING |
| 239 | TABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING |
| 240 | TABLE R603.3.2(13) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING |
| 241 | TABLE R603.3.2(14) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING |
| 242 | TABLE R603.3.2(15) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING |
| 243 | TABLE R603.3.2(16) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING |
| 244 | TABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHT |
| 245 | TABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHT |
| 246 | FIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY FIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL |
| 247 | FIGURE R603.3.5 TRACK SPLICE FIGURE R603.4 CORNER FRAMING |
| 248 | FIGURE R603.6(1) BOX BEAM HEADER FIGURE R603.6(2) BACK-TO-BACK HEADER |
| 249 | TABLE R603.6(1) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Onlya, b, d |
| 250 | TABLE R603.6(2) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Onlya, b, d |
| 251 | TABLE R603.6(3) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceilinga, b, d |
| 252 | TABLE R603.6(4) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceilinga, b, d |
| 253 | TABLE R603.6(5) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceilinga, b, d |
| 254 | TABLE R603.6(6) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceilinga, b, d FIGURE R603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL |
| 255 | FIGURE R603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL 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 |
| 256 | FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN TABLE R603.8 HEAD AND SILL TRACK SPAN |
| 257 | 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 |
| 258 | FIGURE R603.9.4.2 CORNER STUD HOLD-DOWN DETAIL SECTION R604 WOOD STRUCTURAL PANELS SECTION R605 PARTICLEBOARD SECTION R606 GENERAL MASONRY CONSTRUCTION |
| 259 | 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 |
| 260 | 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 |
| 261 | 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 |
| 262 | 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 |
| 263 | TABLE R606.2.7 MORTAR PROPORTIONS TABLE R606.2.11 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION |
| 264 | TABLE R606.3.4.1 MINIMUM CORROSION PROTECTION |
| 265 | TABLE R606.3.5.1 GROUT SPACE DIMENSIONS AND POUR HEIGHTS |
| 266 | TABLE R606.6.4 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS |
| 267 | TABLE R606.9 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY |
| 268 | 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 |
| 269 | FIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C |
| 270 | FIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1 OR D2 |
| 271 | TABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES |
| 272 | TABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDINGS ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1 |
| 273 | 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 |
| 274 | SECTION R607 GLASS UNIT MASONRY FIGURE R607.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE |
| 275 | SECTION R608 EXTERIOR CONCRETE WALL CONSTRUCTION |
| 276 | TABLE R608.3 DIMENSIONAL REQUIREMENTS FOR WALLS |
| 277 | FIGURE R608.3(1) FLAT WALL SYSTEM FIGURE R608.3(2) WAFFLE-GRID WALL SYSTEM |
| 278 | FIGURE R608.3(3) SCREEN-GRID WALL SYSTEM |
| 280 | TABLE R608.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS FIGURE R608.5.4(1) LAP SPLICES |
| 281 | FIGURE R608.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION FIGURE R608.5.4(3) STANDARD HOOKS |
| 282 | TABLE R608.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND/OR ALTERNATIVE GRADE OF STEEL |
| 284 | 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 |
| 285 | TABLE R608.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS |
| 286 | TABLE R608.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLS |
| 287 | TABLE R608.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLS |
| 288 | TABLE R608.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS |
| 289 | EQUATION R6-1 EQUATION R6-2 |
| 291 | 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 |
| 292 | 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 |
| 293 | 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 |
| 294 | 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 |
| 295 | TABLE R608.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE |
| 296 | TABLE R608.7(1C)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE |
| 297 | TABLE R608.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEET TABLE R608.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEET |
| 298 | TABLE R608.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLS |
| 299 | FIGURE R608.7(1) MINIMUM SOLID WALL LENGTH |
| 300 | FIGURE R608.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL |
| 301 | FIGURE R608.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS |
| 302 | FIGURE R608.8(1) REINFORCEMENT OF OPENINGS FIGURE R608.8(2) LINTEL FOR FLAT WALLS |
| 303 | FIGURE R608.8(3) LINTELS FOR WAFFLE-GRID WALLS |
| 304 | FIGURE R608.8(4) LINTELS FOR SCREEN-GRID WALLS |
| 305 | TABLE R608.8(1) LINTEL DESIGN LOADING CONDITIONS |
| 306 | 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 |
| 307 | 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 |
| 308 | 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 |
| 309 | 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 |
| 310 | 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 |
| 311 | 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 |
| 312 | 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 |
| 313 | 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 |
| 314 | 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 |
| 315 | 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 |
| 316 | 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 |
| 317 | 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 |
| 318 | 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 |
| 319 | TABLE R608.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS |
| 320 | TABLE R608.8(9)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS TABLE R608.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN-GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS |
| 322 | FIGURE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 323 | TABLE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 324 | FIGURE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL |
| 325 | TABLE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL |
| 326 | FIGURE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING, PERPENDICULAR |
| 327 | TABLE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 328 | FIGURE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 329 | TABLE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 330 | FIGURE R608.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 331 | TABLE R608.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 332 | FIGURE R608.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL |
| 333 | TABLE R608.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL |
| 334 | FIGURE R608.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 335 | TABLE R608.9(7) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 336 | FIGURE R608.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 337 | TABLE R608.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 338 | FIGURE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 339 | TABLE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 340 | FIGURE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 341 | TABLE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 342 | FIGURE R608.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 343 | TABLE R608.9(11) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 344 | FIGURE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 345 | TABLE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 346 | SECTION R609 EXTERIOR WINDOWS AND DOORS |
| 348 | 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 |
| 349 | 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 |
| 350 | SECTION R610 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION TABLE R610.3.1 MINIMUM PROPERTIES FOR POLYURETHANE INSULATION USED AS SIPS CORE |
| 351 | TABLE R610.3.2 MINIMUM PROPERTIESa FOR ORIENTED STRAND BOARD FACER MATERIAL IN SIP WALLS FIGURE R610.4 SIP WALL PANEL |
| 352 | TABLE R610.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY |
| 353 | TABLE R610.5(2) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF ONLY |
| 354 | FIGURE R610.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS FIGURE R610.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS |
| 355 | FIGURE R610.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION FIGURE R610.5(4) SIP WALL-TO-WALL PLATFORM FRAME CONNECTION |
| 356 | FIGURE R610.5(5) SIP WALL-TO-WALL BALLOON FRAME CONNECTION FIGURE R610.5.1 SIP WALL FRAMING CONFIGURATION |
| 357 | FIGURE R610.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT |
| 358 | FIGURE R610.8 TYPICAL SIP CONNECTION DETAILS FOR VERTICAL IN-PLANE JOINTS |
| 359 | FIGURE R610.9 SIP CORNER FRAMING DETAIL TABLE R610.10 MAXIMUM SPANS FOR 11 7/8-INCH-DEEP SIP HEADERS |
| 360 | CHAPTER 7 WALL COVERING SECTION R701 GENERAL SECTION R702 INTERIOR COVERING TABLE R702.1(1) THICKNESS OF PLASTER |
| 361 | TABLE R702.1(2) GYPSUM PLASTER PROPORTIONS TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLU |
| 362 | TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS |
| 363 | TABLE R702.3.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES TABLE R702.4.2 BACKER BOARD MATERIALS |
| 364 | TABLE R702.7.1 CLASS III VAPOR RETARDERS SECTION R703 EXTERIOR COVERING |
| 365 | TABLE R703.3(2) SCREW FASTENER SUBSTITUTION FOR SIDING ATTACHMENT TO COLD-FORMED STEEL LIGHT FRAME CONSTRUCTION TABLE R703.3.1 LIMITS FOR ATTACHMENT PER TABLE R703.3(1) |
| 366 | TABLE R703.3(1) SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS |
| 367 | TABLE R703.3(1)—continued SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS |
| 368 | TABLE R703.3.2 OPTIONAL SIDING ATTACHMENT SCHEDULE FOR FASTENERS WHERE NO STUD PENETRATION NECESSARY |
| 369 | TABLE R703.6.1 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLS |
| 370 | TABLE R703.6.3(1) SINGLE COURSE SIDEWALL FASTENERS TABLE R703.6.3(2) DOUBLE COURSE SIDEWALL FASTENERS |
| 372 | FIGURE R703.8 TYPICAL MASONRY VENEER WALL DETAILS |
| 373 | 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 |
| 374 | FIGURE R703.8.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES FIGURE R703.8.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS |
| 375 | 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 |
| 376 | TABLE R703.8.4 TIE ATTACHMENT AND AIRSPACE REQUIREMENTS |
| 379 | TABLE R703.15.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT TABLE R703.15.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT |
| 380 | TABLE R703.16.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT |
| 381 | TABLE R703.16.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT |
| 382 | CHAPTER 8 ROOF-CEILING CONSTRUCTION SECTION R801 GENERAL SECTION R802 WOOD ROOF FRAMING |
| 384 | TABLE R802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES |
| 385 | TABLE R802.4(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES |
| 386 | TABLE R802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES |
| 387 | TABLE R802.4(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES |
| 388 | TABLE R802.5.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 389 | TABLE R802.5.1(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 390 | TABLE R802.5.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 391 | TABLE R802.5.1(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 392 | TABLE R802.5.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 393 | TABLE R802.5.1(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 394 | TABLE R802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 395 | TABLE R802.5.1(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 396 | TABLE R802.5.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 397 | TABLE R802.5.1(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 398 | TABLE R802.5.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 399 | TABLE R802.5.1(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 400 | TABLE R802.5.1(7) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD |
| 401 | TABLE R802.5.1(7)—continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD |
| 402 | TABLE R802.5.1(8) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD |
| 403 | TABLE R802.5.1(8)—continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD(Ceiling attached to rafters, L/Δ = 240) |
| 404 | TABLE R802.5.1(9) RAFTER/CEILING JOIST HEEL JOINT CONNECTIONS |
| 405 | FIGURE R802.5.1 BRACED RAFTER CONSTRUCTION |
| 406 | FIGURE R802.7.1.1 RAFTER NOTCH FIGURE R802.7.1.2 CEILING JOIST TAPER CUT |
| 408 | TABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION) |
| 409 | TABLE R802.11—continued RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (POUNDS PER CONNECTION) |
| 410 | SECTION R803 ROOF SHEATHING TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING SECTION R804 COLD-FORMED STEEL ROOF FRAMING |
| 411 | FIGURE R804.1.2 IN-LINE FRAMING |
| 412 | 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 |
| 413 | FIGURE R804.2.6.1 ROOF FRAMING MEMBER WEB HOLES FIGURE R804.2.6.3 ROOF FRAMING MEMBER WEB HOLE PATCH |
| 414 | FIGURE R804.3 COLD-FORMED STEEL ROOF CONSTRUCTION TABLE R804.3 ROOF FRAMING FASTENING SCHEDULE |
| 415 | TABLE R804.3.1.1(1) CEILING JOIST SPANS 10 PSF LIVE LOAD (NO ATTIC STORAGE) |
| 416 | TABLE R804.3.1.1(2) CEILING JOIST SPANS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE) |
| 417 | 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 |
| 418 | FIGURE R804.3.1.3(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPED, TRACK OR COLD-ROLLED CHANNEL |
| 419 | 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 |
| 420 | TABLE R804.3.2.1(1) ROOF RAFTER SPANS |
| 421 | TABLE R804.3.2.1(2) ULTIMATE DESIGN WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION FIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS |
| 422 | 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 |
| 423 | FIGURE R804.3.5(1) ROOF OR CEILING OPENING NO. 8 FIGURE R804.3.5(2) HEADER TO TRIMMER CONNECTION |
| 424 | TABLE R804.3.7.1 REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FEET |
| 425 | FIGURE R804.3.7.1(1) CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL FIGURE R804.3.7.1(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL |
| 426 | FIGURE R804.3.7.2 ROOF BLOCKING DETAIL SECTION R805 CEILING FINISHES SECTION R806 ROOF VENTILATION |
| 427 | TABLE R806.5 INSULATION FOR CONDENSATION CONTROL |
| 428 | SECTION R807 ATTIC ACCESS |
| 430 | CHAPTER 9 ROOF ASSEMBLIES SECTION R901 GENERAL SECTION R902 FIRE CLASSIFICATION SECTION R903 WEATHER PROTECTION |
| 431 | SECTION R904 MATERIALS SECTION R905 REQUIREMENTS FOR ROOF COVERINGS TABLE R905.1.1(1) UNDERLAYMENT TYPES |
| 432 | TABLE R905.1.1(2) UNDERLAYMENT APPLICATION |
| 433 | TABLE R905.1.1(3) UNDERLAYMENT ATTACHMENT |
| 434 | TABLE R905.2.4.1 CLASSIFICATION OF ASPHALT ROOF SHINGLES |
| 435 | TABLE R905.2.8.2 VALLEY LINING MATERIAL |
| 436 | TABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT |
| 437 | TABLE R905.6.5 SLATE SHINGLE HEADLAP TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS |
| 438 | TABLE R905.7.5(1) WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE TABLE R905.7.5(2) NAIL REQUIREMENTS FOR WOOD SHAKES AND WOOD SHINGLES TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS |
| 439 | TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE |
| 440 | TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS TABLE R905.10.3(1) METAL ROOF COVERING STANDARDS |
| 441 | TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS TABLE R905.14.3 PROTECTIVE COATING MATERIAL STANDARDS |
| 442 | SECTION R906 ROOF INSULATION TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION R907 ROOFTOP-MOUNTED PHOTOVOLTAIC SYSTEMS |
| 443 | SECTION R908 REROOFING SECTION R909 ROOFTOP-MOUNTED PHOTOVOLTAIC PANEL SYSTEMS |
| 444 | CHAPTER 10 CHIMNEYS AND FIREPLACES SECTION R1001 MASONRY FIREPLACES |
| 445 | TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS |
| 446 | FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS |
| 447 | FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES |
| 448 | SECTION R1002 MASONRY HEATERS SECTION R1003 MASONRY CHIMNEYS |
| 450 | 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 |
| 451 | FIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS |
| 452 | FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES TABLE R1003.20 CRICKET DIMENSIONS FIGURE R1003.20 CHIMNEY CRICKET |
| 453 | SECTION R1004 FACTORY-BUILT FIREPLACES SECTION R1005 FACTORY-BUILT CHIMNEYS SECTION R1006 EXTERIOR AIR SUPPLY |
| 454 | PART IV—ENERGY CONSERVATION CHAPTER 11 [RE] ENERGY EFFICIENCY SECTION N1101 GENERAL |
| 455 | FIGURE 1101.2.2 ALTERNATIVE INSULATION METHOD FOR SLAB ON GRADE FLOORS |
| 458 | FIGURE N1101.7 (R301.1) CLIMATE ZONES |
| 459 | TABLE N1101.7 (R301.1) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 460 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 461 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 462 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 463 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 464 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 465 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 466 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 467 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 468 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 469 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 470 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 471 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY TABLE N1101.7.2(1) [R301.3(1)] INTERNATIONAL CLIMATE ZONE DEFINITIONS |
| 472 | TABLE N1101.7.2(2) [R301.3(2)] INTERNATIONAL CLIMATE ZONE DEFINITIONS 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 V |
| 473 | SECTION N1102 (R402) BUILDING THERMAL ENVELOPE |
| 474 | TABLE N1102.1.2 (R402.1.2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa |
| 475 | TABLE N1102.1.4 (R402.1.4) EQUIVALENT U-FACTORSa |
| 476 | TABLE N1102.2.6 (R402.2.6) STEEL-FRAME CEILING, WALL AND FLOOR INSULATION (R-VALUE) |
| 478 | TABLE N1102.4.1.1 (R402.4.1.1) AIR BARRIER AND INSULATION INSTALLATION |
| 479 | SECTION N1103 (R403) SYSTEMS |
| 480 | TABLE N1103.6.1 (R403.6.1) WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY |
| 481 | SECTION N1104 (R404) ELECTRICAL POWER AND LIGHTING SYSTEMS (MANDATORY) SECTION N1105 (R405) SIMULATED PERFORMANCE ALTERNATIVE (PERFORMANCE) |
| 483 | TABLE N1105.5.2(1) [R405.5.2(1)] SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS |
| 484 | TABLE N1105.5.2(1) [R405.5.2(1)]—continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS |
| 485 | TABLE N1105.5.2(2) [R405.5.2(2)] DEFAULT DISTRIBUTION SYSTEM EFFICIENCIES FOR PROPOSED DESIGNSa SECTION N1106 (R406) ENERGY RATING INDEX COMPLIANCE ALTERNATIVE TABLE N1106.4 (R406.4) MAXIMUM ENERGY RATING INDEX |
| 486 | SECTION N1107 (R501) EXISTING BUILDINGS—GENERAL |
| 487 | SECTION N1108 (R502) ADDITIONS SECTION N1109 (R503) ALTERATIONS |
| 488 | SECTION N1110 (R504) REPAIRS SECTION N1111 (R505) CHANGE OF OCCUPANCY OR USE |
| 490 | PART V—MECHANICAL CHAPTER 12 MECHANICAL ADMINISTRATION SECTION M1201 GENERAL SECTION M1202 EXISTING MECHANICAL SYSTEMS |
| 492 | 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 |
| 493 | SECTION M1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION |
| 494 | SECTION M1307 APPLIANCE INSTALLATION |
| 495 | TABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION |
| 496 | FIGURE M1306.1 REDUCED CLEARANCE DIAGRAM FIGURE M1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM |
| 497 | SECTION M1308 MECHANICAL SYSTEMS INSTALLATION |
| 498 | 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 |
| 499 | SECTION M1407 DUCT HEATERS SECTION M1408 VENTED FLOOR FURNACES |
| 500 | SECTION M1409 VENTED WALL FURNACES SECTION M1410 VENTED ROOM HEATERS SECTION M1411 HEATING AND COOLING EQUIPMENT |
| 501 | SECTION M1412 ABSORPTION COOLING EQUIPMENT SECTION M1413 EVAPORATIVE COOLING EQUIPMENT |
| 502 | SECTION M1414 FIREPLACE STOVES SECTION M1415 MASONRY HEATERS SECTION M1416 MINI-SPLIT HEAT PUMPS |
| 504 | CHAPTER 15 EXHAUST SYSTEMS SECTION M1501 GENERAL SECTION M1502 CLOTHES DRYER EXHAUST |
| 505 | TABLE M1502.4.5.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH SECTION M1503 RANGE HOODS |
| 506 | SECTION M1504 INSTALLATION OF MICROWAVE OVENS SECTION M1505 OVERHEAD EXHAUST HOODS SECTION M1506 EXHAUST DUCTS AND EXHAUST OPENINGS TABLE M1506.2 DUCT LENGTH SECTION M1507 MECHANICAL VENTILATION |
| 507 | TABLE M1507.3.3(1) CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS TABLE M1507.3.3(2) INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORS TABLE M1507.4 MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS |
| 508 | CHAPTER 16 DUCT SYSTEMS SECTION M1601 DUCT CONSTRUCTION |
| 509 | TABLE M1601.1.1 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITSa |
| 511 | SECTION M1602 RETURN AIR |
| 512 | CHAPTER 17 COMBUSTION AIR |
| 514 | CHAPTER 18 CHIMNEYS AND VENTS |
| 516 | CHAPTER 19 SPECIAL APPLIANCES, EQUIPMENT AND SYSTEMS |
| 518 | CHAPTER 20 BOILERS AND WATER HEATERS |
| 520 | CHAPTER 21 HYDRONIC PIPING SECTION M2101 HYDRONIC PIPING SYSTEMS INSTALLATION TABLE M2101.9 HANGER SPACING INTERVALS SECTION M2102 BASEBOARD CONVECTORS SECTION M2103 FLOOR HEATING SYSTEMS |
| 521 | TABLE M2101.1 HYDRONIC PIPING MATERIALS |
| 522 | SECTION M2104 LOW TEMPERATURE PIPING SECTION M2105 GROUND-SOURCE HEAT-PUMP SYSTEM LOOP PIPING |
| 523 | TABLE M2105.4 GROUND-SOURCE LOOP PIPE TABLE M2105.5 GROUND-SOURCE LOOP PIPE FITTINGS |
| 526 | CHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS SECTION M2201 OIL TANKS SECTION M2202 OIL PIPING, FITTING AND CONNECTIONS SECTION M2203 INSTALLATION |
| 527 | SECTION M2204 OIL PUMPS AND VALVES |
| 528 | CHAPTER 23 SOLAR THERMAL ENERGY SYSTEMS SECTION M2301 THERMAL SOLAR ENERGY SYSTEMS |
| 530 | PART VI—FUEL GAS CHAPTER 24 FUEL GAS |
| 532 | PART VII—PLUMBING CHAPTER 25 PLUMBING ADMINISTRATION |
| 534 | CHAPTER 26 GENERAL PLUMBING REQUIREMENTS |
| 536 | CHAPTER 27 PLUMBING FIXTURES |
| 538 | CHAPTER 28 WATER HEATERS |
| 540 | CHAPTER 29 WATER SUPPLY AND DISTRIBUTION SECTIONS P2901 THROUGH P2903 SECTION P2904 DWELLING UNIT FIRE SPRINKLER SYSTEMS TABLE P2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED |
| 542 | FIGURE P2904.2.4.2 MINIMUM ALLOWABLE DISTANCE BETWEEN SPRINKLER AND OBSTRUCTION |
| 543 | EQUATION 29-1 |
| 544 | SECTIONS P2905 THROUGH P2913 |
| 545 | TABLE P2904.6.2(1) WATER SERVICE PRESSURE LOSS TABLE P2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS |
| 546 | TABLE P2904.6.2(3) ELEVATION LOSS TABLE P2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3/4-INCH TYPE M COPPER WATER TUBING |
| 547 | TABLE P2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING |
| 548 | TABLE P2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3/4-INCH CPVC PIPE |
| 549 | TABLE P2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE |
| 550 | TABLE P2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3/4-INCH PEX AND PE-RT TUBING |
| 551 | TABLE P2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX AND PE-RT TUBING |
| 552 | CHAPTER 30 SANITARY DRAINAGE |
| 554 | CHAPTER 31 VENTS |
| 556 | CHAPTER 32 TRAPS |
| 558 | CHAPTER 33 STORM DRAINS |
| 560 | PART VIII—ELECTRICAL CHAPTER 34 GENERAL REQUIREMENTS |
| 562 | CHAPTER 35 ELECTRICAL DEFINITIONS |
| 564 | CHAPTER 36 SERVICES |
| 566 | CHAPTER 37 BRANCH CIRCUIT AND FEEDER REQUIREMENTS |
| 568 | CHAPTER 38 WIRING METHODS |
| 570 | CHAPTER 39 POWER AND LIGHTING DISTRIBUTION |
| 572 | CHAPTER 40 DEVICES AND LUMINAIRES |
| 574 | CHAPTER 41 APPLIANCE INSTALLATION |
| 576 | CHAPTER 42 SWIMMING POOLS |
| 578 | CHAPTER 43 CLASS 2 REMOTE-CONTROL, SIGNALING AND POWER-LIMITED CIRCUITS |
| 580 | PART IX—REFERENCED STANDARDS CHAPTER 44 REFERENCED STANDARDS AAMA ACI ACCA |
| 581 | AISI AMCA AMD ANCE ANSI |
| 583 | APA ASCE/SEI ASHRAE ASME |
| 585 | ASSE |
| 586 | ASTM |
| 595 | AWC AWPA AWS AWWA |
| 596 | CEN CGSB CISPI CPA |
| 597 | CPSC CSA |
| 598 | CSSB |
| 599 | DASMA DOC DOTn FEMA FM |
| 600 | GA HPVA IAPMO ICC |
| 601 | ISO KYCODES MSS NAIMA NFBA |
| 602 | NFPA NSF PCA |
| 603 | SBCA SMACNA SRCC TMS TPI |
| 604 | UL |
| 605 | ULC WDMA |
| 606 | APPENDIX A SIZING AND CAPACITIES OF GAS PIPING A.1 GENERAL PIPING CONSIDERATIONS A.2 DESCRIPTION OF TABLES |
| 607 | TABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES |
| 608 | TABLE A.2.2—continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES |
| 609 | TABLE A.2.4 MULTIPLIERS TO BE USED WITH TABLES 402.4(1) THROUGH 402.4(22) WHERE THE SPECIFIC GRAVITY OF THE GAS IS OTHER THAN 0.60 A.3 USE OF CAPACITY TABLES |
| 611 | TABLE A.3.4 THOUSANDS OF BTU/H (MBH) OF NATURAL GAS PER 100 FEET OF PIPE AT VARIOUS PRESSURE DROPS AND PIPE DIAMETERS A.4 USE OF SIZING EQUATIONS |
| 612 | A.5 PIPE AND TUBE DIAMETERS TABLE A.5.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES TABLE A.5.2 COPPER TUBE STANDARD SIZES A.6 EXAMPLES OF PIPING SYSTEM DESIGN AND SIZING |
| 613 | FIGURE A.6.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM FIGURE A.6.2 PIPING PLAN SHOWING A CSST SYSTEM |
| 614 | FIGURE A.6.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM |
| 615 | FIGURE A.6.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM |
| 618 | APPENDIX B SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES, ANDAPPLIANCES LISTED FOR USE WITH TYPE B VENTS EXAMPLES USING SINGLE APPLIANCE VENTING TABLES FIGURE B-1 TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A TYPE B DOUBLE-WALL VENT FIGURE B-2 TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A SINGLE-WALL METAL VENT CONNECTOR |
| 619 | FIGURE B-3 VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A MASONRY CHIMNEY OF TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE B-4 VENT SYSTEM SERVING A SINGLE APPLIANCE USING A MASONRY CHIMNEY AND A SINGLE-WALL METAL VENT CONNECTOR FIGURE B-5 ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING A SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE FIGURE B-6 VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND TYPE B DOUBLE-WALL VENT CONNECTOR |
| 620 | FIGURE B-7 VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND SINGLE-WALL METAL VENT CONNECTORS FIGURE B-8 MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE B-9 MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH SINGLE-WALL METAL VENT CONNECTORS FIGURE B-10 ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING TWO OR MORE DRAFT-HOOD-EQUIPPED APPLIANCES |
| 621 | FIGURE B-11 USE OF MANIFOLD COMMON VENT CONNECTOR FIGURE B-12 USE OF OFFSET COMMON VENT FIGURE B-13 MULTISTORY GAS VENT DESIGN PROCEDURE FOR EACH SEGMENT OF SYSTEM FIGURE B-14 MULTISTORY VENT SYSTEMS |
| 622 | FIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE |
| 623 | EXAMPLES USING COMMON VENTING TABLES FIGURE B-17 (EXAMPLE 4) COMMON VENTING TWO DRAFT-HOOD-EQUIPPED APPLIANCES FIGURE B-18 (EXAMPLE 5A) COMMON VENTING A DRAFT HOOD WITH A FAN-ASSISTED FURNACE INTO A TYPE B DOUBLE-WALL COMMON VENT |
| 625 | TABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa |
| 626 | FIGURE B-19 |
| 628 | APPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS APPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS |
| 630 | APPENDIX D RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION D.1 GENERAL D.2 OCCUPANT AND INSPECTOR SAFETY |
| 631 | D.3 GAS PIPING AND CONNECTION INSPECTIONS D.4 INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE NOT OPERATING |
| 632 | D.5 INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE OPERATING |
| 633 | D.6 APPLIANCE-SPECIFIC INSPECTIONS |
| 635 | TABLE D.6 CO THRESHOLDS |
| 636 | APPENDIX E MANUFACTURED HOUSING USED AS DWELLINGS SECTION AE101 SCOPE SECTION AE102 APPLICATION TO EXISTING MANUFACTURED HOMES AND BUILDING SERVICE EQUIPMENT |
| 637 | SECTION AE201 DEFINITIONS SECTION AE301 PERMITS SECTION AE302 APPLICATION FOR PERMIT |
| 638 | SECTION AE303 PERMITS ISSUANCE |
| 639 | SECTION AE304 FEES SECTION AE305 INSPECTIONS |
| 640 | SECTION AE306 SPECIAL INSPECTIONS SECTION AE307 UTILITY SERVICE SECTION AE401 OCCUPANCY CLASSIFICATION SECTION AE402 LOCATION ON PROPERTY SECTION AE501 DESIGN |
| 641 | SECTION AE502 FOUNDATION SYSTEMS SECTION AE503 SKIRTING AND PERIMETER ENCLOSURES SECTION AE504 STRUCTURAL ADDITIONS |
| 642 | SECTION AE505 BUILDING SERVICE EQUIPMENT SECTION AE506 EXITS SECTION AE507 OCCUPANCY, FIRE SAFETY AND ENERGY CONSERVATION STANDARDS SECTION AE600 SPECIAL REQUIREMENTS FOR FOUNDATION SYSTEMS SECTION AE601 FOOTINGS AND FOUNDATIONS SECTION AE602 PIER CONSTRUCTION SECTION AE603 HEIGHT OF PIERS |
| 643 | SECTION AE604 ANCHORAGE INSTALLATIONS SECTION AE605 TIES, MATERIALS AND INSTALLATION |
| 644 | SECTION AE606 REFERENCED STANDARDS |
| 646 | APPENDIX F RADON CONTROL METHODS SECTION AF101 SCOPE SECTION AF102 DEFINITIONS SECTION AF103 REQUIREMENTS |
| 649 | FIGURE AF101 EPA MAP OF RADON ZONES |
| 650 | TABLE AF101(1) HIGH RADON-POTENTIAL (ZONE 1) COUNTIESa |
| 651 | TABLE AF101(1)—continued HIGH RADON-POTENTIAL (ZONE 1) COUNTIES |
| 652 | FIGURE AF102 RADON-RESISTANT CONSTRUCTION DETAILS FOR FOUR FOUNDATION TYPES |
| 654 | APPENDIX G PIPING STANDARDS FOR VARIOUS APPLICATIONS SECTION AG101 PLASTIC PIPING STANDARDS TABLE AG101.1 PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONSa |
| 655 | TABLE AG101.1—continued PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONS |
| 656 | TABLE AG101.1—continued PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONS |
| 657 | SECTION AG102 REFERENCED STANDARDS |
| 658 | APPENDIX H PATIO COVERS SECTION AH101 GENERAL SECTION AH102 DEFINITION SECTION AH103 EXTERIOR WALLS AND OPENINGS SECTION AH104 HEIGHT SECTION AH105 STRUCTURAL PROVISIONS SECTION AH106 SPECIAL PROVISIONS FOR ALUMINUM SCREEN ENCLOSURES IN HURRICANE-PRONE REGIONS |
| 659 | TABLE AH106.4(2) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE TABLE AH106.4(1) DESIGN WIND PRESSURES FOR SCREEN ENCLOSURE FRAMING |
| 660 | FIGURE AH106.4.1 ULTIMATE DESIGN WIND SPEEDS FOR PATIO COVERS AND SCREEN ENCLOSURES |
| 662 | APPENDIX I PRIVATE SEWAGE DISPOSAL SECTION AI101 GENERAL |
| 664 | APPENDIX J EXISTING BUILDINGS AND STRUCTURES SECTION AJ101 PURPOSE AND INTENT SECTION AJ102 COMPLIANCE |
| 665 | SECTION AJ103 PRELIMINARY MEETING SECTION AJ104 EVALUATION OF AN EXISTING BUILDING SECTION AJ105 PERMIT SECTION AJ201 DEFINITIONS |
| 666 | SECTION AJ301 REPAIRS SECTION AJ401 RENOVATIONS SECTION AJ501 ALTERATIONS |
| 667 | SECTION AJ601 RECONSTRUCTION |
| 670 | APPENDIX K SOUND TRANSMISSION SECTION AK101 GENERAL SECTION AK102 AIR-BORNE SOUND SECTION AK103 STRUCTURAL-BORNE SOUND SECTION AK104 REFERENCED STANDARDS |
| 672 | APPENDIX L PERMIT FEES |
| 674 | APPENDIX M HOME DAY CARE—R-3 OCCUPANCY SECTION AM101 GENERAL SECTION AM102 DEFINITION SECTION AM103 MEANS OF EGRESS |
| 675 | SECTION AM104 SMOKE DETECTION |
| 676 | APPENDIX N VENTING METHODS FIGURE N1 TYPICAL SINGLE-BATH WET-VENT ARRANGEMENTS |
| 677 | FIGURE N2 TYPICAL DOUBLE-BATH WET-VENT ARRANGEMENTS |
| 678 | FIGURE N3 TYPICAL HORIZONTAL WET VENTING |
| 679 | FIGURE N4 TYPICAL METHODS OF WET VENTING |
| 680 | FIGURE N5 SINGLE STACK SYSTEM FOR A TWO-STORY DWELLING |
| 681 | FIGURE N6 WASTE STACK VENTING FIGURE N7 CIRCUIT VENT WITH ADDITIONAL NONCIRCUIT-VENTED BRANCH |
| 682 | APPENDIX O AUTOMATIC VEHICULAR GATES SECTION AO101 GENERAL SECTION AO102 DEFINITION SECTION AO103 AUTOMATIC VEHICULAR GATES |
| 684 | APPENDIX P SIZING OF WATER PIPING SYSTEM SECTION AP101 GENERAL SECTION AP102 INFORMATION REQUIRED SECTION AP103 SELECTION OF PIPE SIZE |
| 688 | TABLE AP.1 TABLE AP.2 |
| 689 | FIGURE AP103.3(1) EXAMPLE—SIZING |
| 690 | TABLE AP103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS |
| 691 | TABLE AP103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa |
| 692 | TABLE AP103.3(3) TABLE FOR ESTIMATING DEMAND |
| 693 | TABLE AP103.3(3)—continued TABLE FOR ESTIMATING DEMAND TABLE AP103.3(4) LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH |
| 694 | TABLE AP103.3(5) ALLOWANCE IN EQUIVALENT LENGTHS OF PIPE FOR FRICTION LOSS IN VALVES AND THREADED FITTINGS TABLE AP103.3(6) PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEa |
| 695 | FIGURE AP103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B 88 COPPER TUBING) |
| 696 | FIGURE AP103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B 88 COPPER TUBING) |
| 697 | FIGURE AP103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B 88 COPPER TUBING) |
| 698 | FIGURE AP103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa |
| 699 | FIGURE AP103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa |
| 700 | FIGURE AP103.3(7) FRICTION LOSS IN ROUGH PIPEa |
| 701 | SECTION AP201 SELECTION OF PIPE SIZE |
| 702 | TABLE AP201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES |
| 703 | TABLE AP201.1—continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES |
| 704 | APPENDIX Q RESERVED |
| 706 | APPENDIX R LIGHT STRAW-CLAY CONSTRUCTION SECTION AR101 GENERAL SECTION AR102 DEFINITIONS SECTION AR103 NONBEARING LIGHT STRAW-CLAY CONSTRUCTION |
| 707 | SECTION AR104 THERMAL INSULATION SECTION AR105 REFERENCED STANDARD |
| 708 | APPENDIX S STRAWBALE CONSTRUCTION SECTION AS101 GENERAL SECTION AS102 DEFINITIONS SECTION AS103 BALES |
| 709 | SECTION AS104 FINISHES |
| 710 | SECTION AS105 STRAWBALE WALLS—GENERAL |
| 711 | TABLE AS105.4 OUT-OF-PLANE RESISTANCE AND UNRESTRAINED WALL DIMENSIONS |
| 712 | SECTION AS106 STRAWBALE WALLS—STRUCTURAL TABLE AS106.6.1 MINIMUM COMPRESSIVE STRENGTH FOR PLASTERS ON STRUCTURAL WALLS |
| 713 | TABLE AS106.12 ALLOWABLE SUPERIMPOSED VERTICAL LOADS (LBS/FOOT) FOR PLASTERED LOAD-BEARING STRAWBALE WALLS TABLE AS106.13(1) PLASTERED STRAWBALE BRACED WALL PANEL TYPES |
| 714 | TABLE AS106.13(2) BRACING REQUIREMENTS FOR STRAWBALE BRACED WALL PANELS BASED ON WIND SPEED |
| 715 | TABLE AS106.13(3) BRACING REQUIREMENTS FOR STRAWBALE BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY SECTION AS107 FIRE RESISTANCE |
| 716 | SECTION AS108 THERMAL INSULATION SECTION AS109 REFERENCED STANDARDS |
| 718 | APPENDIX T RECOMMENDED PROCEDURE FOR WORST-CASE TESTING OF ATMOSPHERIC VENTING SYSTEMS UNDER N1102.4 OR N1105 CONDITIONS ≤ 5ACH50 SECTION T101 SCOPE SECTION T202 GENERAL DEFINITIONS SECTION T301 TESTING PROCEDURE |
| 719 | TABLE T301.1(1) CAZ DEPRESSURIZATION LIMITS TABLE T301.1(2) ACCEPTABLE DRAFT TEST CORRECTION TABLE T301.1(3) ACCEPTABLE DRAFT TEST CORRECTION |
| 720 | APPENDIX U SOLAR-READY PROVISIONS—DETACHED ONE- AND TWO-FAMILY DWELLINGS, MULTIPLE SINGLE-FAMILY DWELLINGS (TOWNHOUSES) SECTION U101 SCOPE SECTION U102 GENERAL DEFINITIONS SECTION U103 SOLAR-READY ZONE |
| 722 | INDEX |
| 736 | HELPFUL TOOLS FOR YOUR RESIDENTIAL CODE |
| 737 | ICC EVALUATION SERVICE |
| 738 | ICC ASSESSMENT CENTER |
| 739 | ICC DIGITAL CODES PREMIUM |
