OH ResidentialCode 2019
$48.75
Ohio Residential Code
| Published By | Publication Date | Number of Pages |
| OH | 2019 | 657 |
This is a integrated code based on the 2018 International Residential Code®.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2019 RESIDENTIAL CODE OF OHIO |
| 2 | 2019 RESIDENTIAL CODE OF OHIO TITLE PAGE |
| 3 | COPYRIGHT |
| 4 | PREFACE |
| 6 | EFFECTIVE USE OF THE RESIDENTIAL CODE |
| 12 | TABLE OF CONTENTS |
| 18 | PART I-ADMINISTRATION CHAPTER 1 ADMINISTRATION SECTION 101 GENERAL |
| 20 | SECTION 102 APPLICABILITY AND JURISDICTIONAL AUTHORITY |
| 23 | SECTION 103 CERTIFIED RESIDENTIAL BUILDING DEPARTMENTS, PERSONNEL, AND APPEALS BOARDS SECTION 104 DUTIES AND RESPONSIBILITIES |
| 24 | SECTION 105 APPROVALS |
| 25 | SECTION 106 CONSTRUCTION DOCUMENTS |
| 28 | SECTION 107 PLAN APPROVAL PROCESS |
| 29 | SECTION 108 INSPECTION PROCESS |
| 32 | SECTION 109 ORDERS, VIOLATIONS, AND UNSAFE BUILDINGS |
| 33 | SECTION 110 APPEALS SECTION 111 CERTIFICATE OF OCCUPANCY AND CERTIFICATE OF COMPLETION |
| 34 | SECTION 112 CHANGES TO THE CODE SECTION 113 EXISTING BUILDINGS AND STRUCTURES |
| 35 | SECTION 114 PRODUCTS AND MATERIALS |
| 36 | FIGURE 114.2 ORGANIZATION OF BOARD RECOGNIZED BODIES AND CERTIFICATION PROGRAMS |
| 38 | SECTION 115 BOARD ORGANIZATION |
| 40 | PART II-DEFINITIONS CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS |
| 62 | PART III-BUILDING PLANNING AND CONSTRUCTION CHAPTER 3 BUILDING PLANNING SECTION 301 DESIGN CRITERIA |
| 63 | TABLE 301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA |
| 64 | TABLE 301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf) |
| 65 | TABLE 301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE 301.2(2) FIGURE 301.2(1) ISOLINES OF THE 971/2 -PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES (°F) |
| 66 | FIGURE 301.2(2) SEISMIC DESIGN CATEGORIES |
| 67 | FIGURE 301.2(3) ALTERNATE SEISMIC DESIGN CATEGORIES |
| 68 | FIGURE 301.2(4) WEATHERING PROBABILITY MAP FOR CONCRETE |
| 69 | FIGURE 301.2(5) A ULTIMATE DESIGN WIND SPEEDS |
| 70 | FIGURE 301.2(6) GROUND SNOW LOADS, Pg, (lb/ft ) FOR THE EASTERN UNITED STATES |
| 71 | FIGURE 301.2(7) TERMITE INFESTATION PROBABILITY MAP |
| 72 | FIGURE 301.2(8) COMPONENT AND CLADDING PRESSURE ZONES |
| 73 | TABLE 301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION TABLE 301.2.1.3 WIND SPEED CONVERSIONS |
| 76 | TABLE 301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) TABLE 301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION TABLE 301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS |
| 77 | SECTION 302 FIRE-RESISTANT CONSTRUCTION TABLE 302.1(1) EXTERIOR WALLS TABLE 302.1(2) EXTERIOR WALLS—DWELLINGS WITH FIRE SPRINKLERS |
| 80 | TABLE 302.6 DWELLING-GARAGE SEPARATION1 |
| 82 | SECTION 303 LIGHT, VENTILATION AND HEATING |
| 84 | SECTION 304 MINIMUM ROOM AREAS SECTION 305 CEILING HEIGHT SECTION 306 SANITATION SECTION 307 TOILET, BATH AND SHOWER SPACES SECTION 308 GLAZING |
| 85 | FIGURE 307.1 MINIMUM FIXTURE CLEARANCES |
| 86 | TABLE 308.3.1(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201 TABLE 308.3.1(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 |
| 88 | FIGURE 308.4.7 HAZARDOUS GLAZING LOCATIONS AT BOTTOM STAIR LANDINGS SECTION 309 GARAGES AND CARPORTS |
| 89 | SECTION 310 EMERGENCY ESCAPE AND RESCUE OPENINGS |
| 90 | SECTION 311 MEANS OF EGRESS |
| 93 | SECTION 312 GUARDS AND WINDOW FALL PROTECTION |
| 94 | SECTION 313 AUTOMATIC FIRE SPRINKLER SYSTEMS |
| 95 | SECTION 314 SMOKE ALARMS |
| 96 | SECTION 315 CARBON MONOXIDE ALARMS SECTION 316 FOAM PLASTIC |
| 98 | SECTION 317 PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY |
| 100 | SECTION 318 PROTECTION AGAINST SUBTERRANEAN TERMITES SECTION 319 SITE ADDRESS SECTION 320 ACCESSIBILITY |
| 102 | SECTION 321 ELEVATORS AND PLATFORM LIFTS SECTION 322 FLOOD-RESISTANT CONSTRUCTION |
| 105 | SECTION 323 STORM SHELTERS |
| 106 | SECTION 324 SOLAR ENERGY SYSTEMS |
| 107 | SECTION 325 MEZZANINES SECTION 326 SWIMMING POOLS, SPAS AND HOT TUBS SECTION 327 STATIONARY STORAGE BATTERY SYSTEMS SECTION 328 POST FRAME ACCESSORY STRUCTURES TABLE 328.3 POST FRAME PIER FOOTING DIAMETERS |
| 108 | FIGURE 328 POST AND FRAME WALL SECTION (NO SCALE) |
| 109 | FIGURE 328.1 POST UPLIFT PROTECTION EXCEPTION (NO SCALE) TABLE 328.4.5 GABLE END HEADER SIZES TABLE 328.4.7 BEAM OR TRUSS CONNECTION AT POSTS MINIMUM FASTENERS OR TOTAL SHEAR OR WITHDRAW VALUES |
| 110 | TABLE 328.6 KNEE BRACE VERTICAL DISTANCE TABLE 328.7 STRUCTURAL FASTENERS |
| 112 | CHAPTER 4 FOUNDATIONS SECTION 401 GENERAL TABLE 401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS SECTION 402 MATERIALS |
| 113 | TABLE 402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SECTION 403 FOOTINGS |
| 114 | TABLE 403.1(1) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION (inches) |
| 115 | TABLE 403.1(2) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION WITH BRICK VENEER (inches) |
| 116 | TABLE 403.1(3) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS WITH CAST-IN-PLACE CONCRETE OR FULLY GROUTED MASONRY WALL CONSTRUCTION (inches |
| 117 | FIGURE 403.1(1) PLAIN CONCRETE FOOTINGS WITH MASONRY AND CONCRETE STEM WALLS IN SDC A, B and C |
| 118 | FIGURE 403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION |
| 119 | FIGURE 403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION |
| 121 | FIGURE 403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES |
| 122 | TABLE 403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS |
| 123 | FIGURE 403.3(1) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS SECTION 404 FOUNDATION AND RETAINING WALLS |
| 124 | FIGURE 403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD TABLE 403.3(2) AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY |
| 125 | FIGURE 403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE FIGURE 403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE |
| 126 | TABLE 403.4 MINIMUM DEPTH (D) AND WIDTH (W) OF CRUSHED STONE FOOTINGSa, b (inches) |
| 127 | FIGURE 403.4(1) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL BEARING ON CRUSHED STONE FIGURE 403.4(2) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL ON SPREAD FOOTING |
| 128 | TABLE 404.1.1(1) PLAIN MASONRY FOUNDATION WALLS |
| 129 | TABLE 404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 5 INCHES |
| 130 | TABLE 404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 6.75 INCHES |
| 131 | TABLE 404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 8.75 INCHES |
| 132 | TABLE 404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLS TABLE 404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS |
| 133 | TABLE 404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLS |
| 134 | TABLE 404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS |
| 135 | TABLE 404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS |
| 136 | TABLE 404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS |
| 137 | TABLE 404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLS |
| 138 | TABLE 404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10- AND 12-INCH NOMINAL FLAT BASEMENT WALLS |
| 139 | TABLE 404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND ALTERNATE GRADE OF STEEL |
| 143 | FIGURE 404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS |
| 145 | TABLE 404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure) SECTION 405 FOUNDATION DRAINAGE |
| 146 | TABLE 405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM SECTION 406 FOUNDATION WATERPROOFING AND DAMPPROOFING |
| 147 | SECTION 407 COLUMNS |
| 148 | SECTION 408 UNDER-FLOOR SPACE |
| 149 | SECTION 409 FOUNDATION INSULATION |
| 150 | CHAPTER 5 FLOORS SECTION 501 GENERAL SECTION 502 WOOD FLOOR FRAMING |
| 151 | FIGURE 502.2 FLOOR CONSTRUCTION |
| 152 | TABLE 502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)a |
| 153 | TABLE 502.3.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)a |
| 154 | TABLE 502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)b |
| 155 | TABLE 502.3.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)b |
| 156 | TABLE 502.3.3(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 502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONY |
| 158 | FIGURE 502.8 CUTTING, NOTCHING AND DRILLING |
| 159 | SECTION 503 FLOOR SHEATHING TABLE 503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING |
| 160 | SECTION 504 PRESSURE PRESERVATIVE-TREATED WOOD FLOORS (ON GROUND) SECTION 505 COLD-FORMED STEEL FLOOR FRAMING |
| 161 | TABLE 503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENT TABLE 503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENT |
| 163 | FIGURE 505.1.2 IN-LINE FRAMING |
| 164 | TABLE 505.2.3 COLD-FORMED STEEL JOIST SIZES AND THICKNESS FIGURE 505.2.3(1) C-SHAPED SECTION FIGURE 505.2.3(2) TRACK SECTION |
| 165 | FIGURE 505.2.6.1 FLOOR JOIST WEB HOLES FIGURE 505.2.6.3 FLOOR JOIST WEB HOLE PATCH |
| 166 | TABLE 505.3.1(1) FLOOR-TO-FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS FIGURE 505.3.1(1) FLOOR-TO-EXTERIOR LOAD-BEARING WALL STUD CONNECTION |
| 167 | TABLE 505.3.1(2) FLOOR FASTENING SCHEDULE FIGURE 505.3.1(2) FLOOR-TO-WOOD-SILL CONNECTION |
| 168 | FIGURE 505.3.1(3) FLOOR-TO-FOUNDATION CONNECTION FIGURE 505.3.1(4) CANTILEVERED FLOOR-TO-FOUNDATION CONNECTION |
| 169 | FIGURE 505.3.1(5) CANTILEVERED FLOOR-TO-WOOD-SILL CONNECTION FIGURE 505.3.1(6) CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION |
| 170 | FIGURE 505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL |
| 171 | FIGURE 505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL FIGURE 505.3.1(9) BEARING STIFFENERS FOR END JOISTS |
| 172 | TABLE 505.3.2 ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—SINGLE OR CONTINUOUS SPANS FIGURE 505.3.3.2(1) JOIST BLOCKING (SOLID) |
| 173 | FIGURE 505.3.3.2(2) JOIST BLOCKING (STRAP) FIGURE 505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS |
| 174 | FIGURE 505.3.4(2) BEARING STIFFENER FIGURE 505.3.7 TRACK SPLICE |
| 175 | FIGURE 505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION—6-FOOT FLOOR OPENING FIGURE 505.3.8(2) COLD-FORMED STEEL FLOOR CONSTRUCTION—8-FOOT FLOOR OPENING |
| 176 | FIGURE 505.3.8(3) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—6-FOOT OPENING FIGURE 505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—8-FOOT OPENING |
| 177 | SECTION 506 CONCRETE FLOORS (ON GROUND) SECTION 507 EXTERIOR DECKS |
| 178 | TABLE 507.2.3 FASTENER AND CONNECTOR SPECIFICATIONS FOR DECKS TABLE 507.4 DECK POST HEIGHT |
| 180 | FIGURE 507.3 DECK POSTS TO DECK FOOTING CONNECTION |
| 181 | TABLE 507.3.1 MINIMUM FOOTING SIZE FOR DECKS |
| 182 | FIGURE 507.5 TYPICAL DECK JOIST SPANS TABLE 507.5 DECK BEAM SPAN LENGTHS a, b, g (feet – inches) |
| 183 | FIGURE 507.5.1(1) DECK BEAM TO DECK POST FIGURE 507.5.1(2) NOTCHED POST-TO-BEAM CONNECTION |
| 184 | FIGURE 507.6 TYPICAL DECK JOIST SPANS |
| 185 | TABLE 507.6 DECK JOIST SPANS FOR COMMON LUMBER SPECIES TABLE 507.7 MAXIMUM JOIST SPACING FOR DECKING |
| 186 | TABLE 507.9.1.3(1) DECK LEDGER CONNECTION TO BAND JOIST (Deck live load = 40 psf, deck dead load = 10 psf, snow load ≤ 40 psf) TABLE 507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS FIGURE 507.9.1.3(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS |
| 187 | FIGURE 507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS |
| 188 | CHAPTER 6 WALL CONSTRUCTION SECTION 601 GENERAL SECTION 602 WOOD WALL FRAMING |
| 189 | TABLE 602.3(1) FASTENING SCHEDULE |
| 190 | TABLE 602.3(1)—continued FASTENING SCHEDULE |
| 191 | TABLE 602.3(1)FASTENING SCHEDULE—continued |
| 192 | TABLE 602.3(1)—continued FASTENING SCHEDULE |
| 193 | TABLE 602.3(2) ALTERNATE ATTACHMENTS TO TABLE 602.3(1) |
| 194 | TABLE 602.3(2)—continued ALTERNATE ATTACHMENTS TO TABLE 602.3(1) TABLE 602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES TABLE 602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING |
| 195 | TABLE 602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDS TABLE 602.3(6) ALTERNATE WOOD BEARING WALL STUD SIZE, HEIGHT AND SPACING |
| 196 | FIGURE 602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING |
| 197 | FIGURE 602.3(2) FRAMING DETAILS |
| 199 | TABLE 602.3.2 SINGLE TOP-PLATE SPLICE CONNECTION DETAILS FIGURE 602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS |
| 200 | FIGURE 602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLSFor SI: 1 inch = 25.4 mm.FIGURE 602.6.1TOP PLATE FIGURE 602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING |
| 201 | TABLE 602.7(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) |
| 202 | TABLE 602.7(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) |
| 203 | TABLE 602.7(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 602.7(3) GIRDER AND HEADER SPANSa FOR OPEN PORCHES (Maximum span for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-firb) |
| 204 | FIGURE 602.7.1(1) SINGLE-MEMBER HEADER IN EXTERIOR BEARING WALL FIGURE 602.7.1(2) ALTERNATIVE SINGLE-MEMBER HEADER WITHOUT CRIPPLE FIGURE 602.7.2 RIM BOARD HEADER CONSTRUCTION |
| 205 | FIGURE 602.7.3 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION TABLE 602.7.3 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERS |
| 206 | TABLE 602.7.5 MINIMUM NUMBER OF FULL-HEIGHT STUDS AT EACH END OF HEADERS IN EXTERIOR WALLS |
| 207 | FIGURE 602.10.1.1 BRACED WALL LINES TABLE 602.10.1.3 BRACED WALL LINE SPACING |
| 208 | FIGURE 602.10.1.4 ANGLED WALLS FIGURE 602.10.2.2 LOCATION OF BRACED WALL PANELS |
| 210 | TABLE 602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED |
| 211 | TABLE 602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING |
| 212 | TABLE 602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY |
| 213 | TABLE 602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING |
| 214 | TABLE 602.10.4 BRACING METHODS |
| 215 | TABLE 602.10.4—continued BRACING METHODS |
| 216 | FIGURE 602.10.5 BRACED WALL PANELS WITH CONTINUOUS SHEATHING TABLE 602.10.5.2 PARTIAL CREDIT FOR BRACED WALL PANELS LESS THAN 48 INCHES IN ACTUAL LENGTH |
| 217 | TABLE 602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS |
| 218 | TABLE 602.10.6.1 MINIMUM HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS |
| 219 | FIGURE 602.10.6.1 METHOD ABW—ALTERNATE BRACED WALL PANEL FIGURE 602.10.6.2 METHOD PFH—PORTAL FRAME WITH HOLD-DOWNS |
| 220 | FIGURE 602.10.6.3 METHOD PFG—PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C |
| 221 | FIGURE 602.10.6.4 METHOD CS-PF—CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION |
| 222 | TABLE 602.10.6.4 TENSION STRAP CAPACITY FOR RESISTING WIND PRESSURES PERPENDICULAR TO METHODS PFH, PFG AND CS-PF BRACED WALL PANELSa |
| 223 | FIGURE 602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING |
| 224 | FIGURE 602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING |
| 225 | FIGURE 602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING FIGURE 602.10.8.2(1) BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS FIGURE 602.10.8.2(2) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES |
| 226 | FIGURE 602.10.8.2 (3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES |
| 227 | FIGURE 602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS |
| 228 | FIGURE 602.11.2 STEPPED FOUNDATION CONSTRUCTION |
| 229 | FIGURE 602.12.1 RECTANGLE CIRCUMSCRIBING AN ENCLOSED BUILDING |
| 230 | TABLE 602.12.4 MINIMUM NUMBER OF BRACING UNITS ON EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE |
| 231 | FIGURE 602.12.5 BRACING UNIT DISTRIBUTION SECTION 603 COLD-FORMED STEEL WALL FRAMING |
| 232 | FIGURE 603.1.2 IN-LINE FRAMING TABLE 603.2.3 LOAD-BEARING COLD-FORMED STEEL STUD SIZES AND THICKNESSES FIGURE 603.2.3(1) C-SHAPED SECTION FIGURE 603.2.3(2) TRACK SECTION |
| 233 | FIGURE 603.2.6.1 WALL STUD WEB HOLES |
| 234 | FIGURE 603.2.6.3 WALL STUD WEB HOLE PATCH |
| 235 | TABLE 603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTS |
| 236 | FIGURE 603.3.1(1) WALL TO FLOOR CONNECTION FIGURE 603.3.1(2) WALL TO FOUNDATION CONNECTION FIGURE 603.3.1(3) WALL TO WOOD SILL CONNECTION FIGURE 603.3.1(4) WIND UPLIFT CONNECTOR TABLE 603.3.1.1(1) GABLE ENDWALL TO FLOOR CONNECTION REQUIREMENTS |
| 237 | TABLE 603.3.1.1(2) GABLE ENDWALL BOTTOM TRACK TO FOUNDATION CONNECTION REQUIREMENTS TABLE 603.3.2(1) WALL FASTENING SCHEDULE |
| 238 | TABLE 603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY |
| 239 | TABLE 603.3.2(3) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY |
| 240 | TABLE 603.3.2(4) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY |
| 241 | TABLE 603.3.2(5) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY |
| 242 | TABLE 603.3.2(6) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY |
| 243 | TABLE 603.3.2(7) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING |
| 244 | TABLE 603.3.2(8) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING |
| 245 | TABLE 603.3.2(9) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING |
| 246 | TABLE 603.3.2(10) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING |
| 247 | TABLE 603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING |
| 248 | TABLE 603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING |
| 249 | TABLE 603.3.2(13) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING |
| 250 | TABLE 603.3.2(14) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING |
| 251 | TABLE 603.3.2(15) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING |
| 252 | TABLE 603.3.2(16) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING |
| 253 | TABLE 603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHT |
| 254 | TABLE 603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHT |
| 255 | FIGURE 603.3.3(1) STUD BRACING WITH STRAPPING ONLY@ EACH END OF STRAP& INTERMITTENTLY EVERY 12′WALL SHEATHING FIGURE 603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL |
| 256 | FIGURE 603.3.5 TRACK SPLICE FIGURE 603.4 CORNER FRAMING |
| 257 | FIGURE 603.6(1) BOX BEAM HEADER FIGURE 603.6(2) BACK-TO-BACK HEADER |
| 258 | TABLE 603.6(1) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Onlya, b, d |
| 259 | TABLE 603.6(2) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Onlya, b, d |
| 260 | TABLE 603.6(3) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceilinga, b, d |
| 261 | TABLE 603.6(4) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceilinga, b, d |
| 262 | TABLE 603.6(5) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceilinga, b, d |
| 263 | TABLE 603.6(6) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceilinga, b, d |
| 264 | FIGURE 603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL FIGURE 603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL TABLE 603.7(1) TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING |
| 265 | TABLE 603.7(2) HEADER TO KING STUD CONNECTION REQUIREMENTS TABLE 603.8 HEAD AND SILL TRACK SPAN FIGURE 603.9 STRUCTURAL SHEATHING FASTENING PATTERN |
| 266 | TABLE 603.9.2(1) MINIMUM PERCENTAGE OF FULL-HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLS TABLE 603.9.2(2) FULL-HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS |
| 267 | FIGURE 603.9.4.2 CORNER STUD HOLD-DOWN DETAIL |
| 268 | SECTION 604 WOOD STRUCTURAL PANELS SECTION 605 PARTICLEBOARD SECTION 606 GENERAL MASONRY CONSTRUCTION |
| 269 | TABLE 606.2.8 MORTAR PROPORTIONS TABLE 606.2.12 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION |
| 270 | TABLE 606.3.4.1 MINIMUM CORROSION PROTECTION TABLE 606.3.5.1 GROUT SPACE DIMENSIONS AND POUR HEIGHTS |
| 272 | TABLE 606.6.4 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS |
| 273 | TABLE 606.9 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY |
| 274 | FIGURE 606.11(1) ANCHORAGE REQUIREMENTS FOR MASONRY WALLS LOCATED IN SEISMIC DESIGN CATEGORY A, B OR C AND WHERE WIND LOADS ARE LESS THAN 30 PSF |
| 275 | FIGURE 606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C |
| 276 | TABLE 606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES |
| 278 | SECTION 607 GLASS UNIT MASONRY FIGURE 607.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESIST |
| 279 | SECTION 608 EXTERIOR CONCRETE WALL CONSTRUCTION |
| 280 | TABLE 608.3 DIMENSIONAL REQUIREMENTS FOR WALLS |
| 281 | FIGURE 608.3(1) FLAT WALL SYSTEM FIGURE 608.3(2) WAFFLE-GRID WALL SYSTEM |
| 282 | FIGURE 608.3(3) SCREEN-GRID WALL SYSTEM |
| 283 | TABLE 608.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS FIGURE 608.5.4(1) LAP SPLICES |
| 284 | FIGURE 608.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION FIGURE 608.5.4(3) STANDARD HOOKS |
| 285 | TABLE 608.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND ALTERNATIVE GRADE OF STEEL |
| 287 | FIGURE 608.6(1) ABOVE-GRADE CONCRETE WALL CONSTRUCTION ONE STORY FIGURE 608.6(2) ABOVE-GRADE CONCRETE WALL CONSTRUCTION CONCRETE FIRST STORY AND LIGHT-FRAMED SECOND STORY FIGURE 608.6(3) ABOVE-GRADE CONCRETE WALL CONSTRUCTION TWO-STORY FIGURE 608.6(4) ABOVE-GRADE CONCRETE WALL SUPPORTED ON MONOLITHIC SLAB-ON-GROUND FOOTING |
| 288 | TABLE 608.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS |
| 289 | TABLE 608.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLS |
| 290 | TABLE 608.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLS |
| 291 | TABLE 608.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS |
| 293 | EQUATION 6-1 EQUATION 6-2 |
| 294 | TABLE 608.7(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 |
| 295 | TABLE 608.7(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 |
| 296 | TABLE 608.7(1B) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORY |
| 297 | TABLE 608.7(1B)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORY |
| 298 | TABLE 608.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE |
| 299 | TABLE 608.7(1C)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE |
| 300 | TABLE 608.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEET TABLE 608.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEET |
| 301 | TABLE 608.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLS |
| 302 | FIGURE 608.7(1) MINIMUM SOLID WALL LENGTH |
| 303 | FIGURE 608.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL |
| 304 | FIGURE 608.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS |
| 305 | FIGURE 608.8(1) REINFORCEMENT OF OPENINGS |
| 306 | FIGURE 608.8(2) LINTEL FOR FLAT WALLS |
| 307 | FIGURE 608.8(3) LINTELS FOR WAFFLE-GRID WALLS |
| 308 | FIGURE 608.8(4) LINTELS FOR SCREEN-GRID WALLS |
| 309 | TABLE 608.8(1) LINTEL DESIGN LOADING CONDITIONS |
| 310 | TABLE 608.8(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 |
| 311 | TABLE 608.8(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 |
| 312 | TABLE 608.8(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 |
| 313 | TABLE 608.8(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 |
| 314 | TABLE 608.8(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 |
| 315 | TABLE 608.8(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 |
| 316 | TABLE 608.8(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 |
| 317 | TABLE 608.8(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 |
| 318 | TABLE 608.8(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 |
| 319 | TABLE 608.8(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 |
| 320 | TABLE 608.8(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 |
| 321 | TABLE 608.8(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 |
| 322 | TABLE 608.8(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 |
| 323 | TABLE 608.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g |
| 324 | TABLE 608.8(9)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g TABLE 608.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN-GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSc, d, e, f, g |
| 326 | FIGURE 608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 327 | TABLE 608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b |
| 328 | FIGURE 608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL |
| 329 | TABLE 608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b |
| 330 | FIGURE 608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING, PERPENDICULAR |
| 331 | TABLE 608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e |
| 332 | FIGURE 608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 333 | TABLE 608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e |
| 334 | FIGURE 608.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 335 | TABLE 608.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 336 | FIGURE 608.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL |
| 337 | TABLE 608.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b, c |
| 338 | FIGURE 608.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 339 | TABLE 608.9(7) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e |
| 340 | FIGURE 608.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 341 | TABLE 608.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e |
| 342 | FIGURE 608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 343 | TABLE 608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 344 | FIGURE 608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 345 | TABLE 608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 346 | FIGURE 608.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 347 | TABLE 608.9(11) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 348 | FIGURE 608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 349 | TABLE 608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 350 | SECTION 609 EXTERIOR WINDOWS AND DOORS |
| 351 | FIGURE 609.7.2(1) THROUGH THE FRAME FIGURE 609.7.2(2) FRAME CLIP FIGURE 609.7.2(3) THROUGH THE FRAME FIGURE 609.7.2(4) FRAME CLIP |
| 352 | FIGURE 609.7.2(5) THROUGH THE FLANGE FIGURE 609.7.2(6) THROUGH THE FLANGE FIGURE 609.7.2(7) FRAME CLIP FIGURE 609.7.2(8) THROUGH THE FLANGE |
| 353 | SECTION 610 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION FIGURE 610.4 SIP WALL PANEL |
| 355 | TABLE 610.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY (inches)a |
| 356 | TABLE 610.5(2) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF ONLY (inches)a |
| 357 | FIGURE 610.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS FIGURE 610.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS |
| 358 | FIGURE 610.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION FIGURE 610.5(4) SIP WALL-TO-WALL PLATFORM FRAME CONNECTION |
| 359 | FIGURE 610.5(5) SIP WALL-TO-WALL HANGING FLOOR FRAME CONNECTION FIGURE 610.5.1 SIP WALL FRAMING CONFIGURATION |
| 360 | FIGURE 610.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT FIGURE 610.5.4 SIP CORNER FRAMING DETAIL |
| 361 | FIGURE 610.8 TYPICAL SIP WALL PANEL-TO-PANEL CONNECTION DETAILS TABLE 610.8 MAXIMUM SPANS FOR 117/8-INCH OR DEEPER SIP HEADERS (feet) |
| 362 | CHAPTER 7 WALL COVERING SECTION 701 GENERAL SECTION 702 INTERIOR COVERING TABLE 702.1(1) THICKNESS OF PLASTER |
| 363 | TABLE 702.1(2) GYPSUM PLASTER PROPORTIONSa TABLE 702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME |
| 365 | TABLE 702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS |
| 366 | TABLE 702.3.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES TABLE 702.4.2 BACKER BOARD MATERIALS TABLE 702.7.1 CLASS III VAPOR RETARDERS |
| 367 | SECTION 703 EXTERIOR COVERING |
| 368 | TABLE 703.3(1) SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS |
| 369 | TABLE 703.3(1)—continued SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS |
| 370 | TABLE 703.3(2) SCREW FASTENER SUBSTITUTION FOR SIDING ATTACHMENT TO COLD-FORMED STEEL LIGHT FRAME CONSTRUCTION TABLE 703.3.2 LIMITS FOR ATTACHMENT PER TABLE 703.3(1) TABLE 703.3.3 OPTIONAL SIDING ATTACHMENT SCHEDULE FOR FASTENERS WHERE NO STUD PENETRATION NECESSARY |
| 372 | TABLE 703.6.1 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa, b, c(Dimensions are in inches) TABLE 703.6.3(1) SINGLE-COURSE SIDEWALL FASTENERS |
| 373 | TABLE 703.6.3(2) DOUBLE-COURSE SIDEWALL FASTENERS |
| 374 | FIGURE 703.8 TYPICAL MASONRY VENEER WALL DETAILSe |
| 375 | FIGURE 703.8—continued TYPICAL MASONRY VENEER WALL DETAILSe |
| 376 | TABLE 703.8(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C |
| 377 | FIGURE 703.8.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES BRICK VENEERSHEATHINGSTUDSTEEL ANGLE NOTATTACHED TO STUDFASTENERSVENEER TIEFLASHINGWEEP HOLECOUNTER FLASHINGBASE FLASHINGTRIPLE RAFTERSATTACHED TO STUDSSUPPORT BY ROOF MEMBERSFIGURE 703.8.2.2EXTERIOR MASONRY FIGURE 703.8.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS |
| 378 | TABLE 703.8.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa, b, c, d TABLE 703.8.3.2 HEIGHT OF MASONRY VENEER ABOVE OPENING FIGURE 703.8.3.2 MASONRY VENEER OPENING |
| 379 | TABLE 703.8.4(1) TIE ATTACHMENT AND AIRSPACE REQUIREMENTS |
| 380 | TABLE 703.8.4(2) REQUIRED BRICK TIE SPACING FOR DIRECT APPLICATION TO WOOD STRUCTURAL PANEL SHEATHINGa, b, c |
| 381 | TABLE 703.11.2 ADJUSTED MINIMUM DESIGN WIND PRESSURE REQUIREMENT FOR VINYL SIDING |
| 383 | TABLE 703.15.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa TABLE 703.15.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa, |
| 384 | TABLE 703.16.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa |
| 385 | TABLE 703.16.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa |
| 386 | CHAPTER 8 ROOF-CEILING CONSTRUCTION SECTION 801 GENERAL SECTION 802 WOOD ROOF FRAMING |
| 388 | TABLE 802.4.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180) |
| 389 | TABLE 802.4.1(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180) |
| 390 | TABLE 802.4.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240) |
| 391 | TABLE 802.4.1(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240) |
| 392 | TABLE 802.4.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180) |
| 393 | TABLE 802.4.1(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180) |
| 394 | TABLE 802.4.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240) |
| 395 | TABLE 802.4.1(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240) |
| 396 | TABLE 802.4.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180) |
| 397 | TABLE 802.4.1(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180) |
| 398 | TABLE 802.4.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240) |
| 399 | TABLE 802.4.1(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240) |
| 400 | TABLE 802.4.1(7) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling not attached to rafters, L/Δ = 180) |
| 401 | TABLE 802.4.1(7)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling not attached to rafters, L/Δ = 180) |
| 402 | TABLE 802.4.1(8) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling attached to rafters, L/Δ = 240) |
| 403 | TABLE 802.4.1(8)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling attached to rafters, L/Δ = 240) |
| 404 | FIGURE 802.4.5 BRACED RAFTER CONSTRUCTION |
| 405 | TABLE 802.5.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 406 | TABLE 802.5.1(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 407 | TABLE 802.5.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240) |
| 408 | TABLE 802.5.1(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240) |
| 409 | TABLE 802.5.2 RAFTER/CEILING JOIST HEEL JOINT CONNECTIONS |
| 410 | FIGURE 802.7.1.1 RAFTER NOTCH |
| 411 | FIGURE 802.7.1.2 CEILING JOIST TAPER CUT |
| 412 | SECTION 803 ROOF SHEATHING TABLE 803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING |
| 413 | TABLE 802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION) |
| 414 | TABLE 802.11—continued RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION) |
| 415 | SECTION 804 COLD-FORMED STEEL ROOF FRAMING FIGURE 804.1.2 IN-LINE FRAMING |
| 416 | TABLE 804.2.3 LOAD-BEARING COLD-FORMED STEEL ROOF FRAMING MEMBER SIZES AND THICKNESSES FIGURE 804.2.3 (1) C-SHAPED SECTION FIGURE 804.2.3(2) TRACK SECTION |
| 417 | FIGURE 804.2.6.1 ROOF FRAMING MEMBER WEB HOLES |
| 418 | FIGURE 804.2.6.3 ROOF FRAMING MEMBER WEB HOLE PATCH FIGURE 804.3 COLD-FORMED STEEL ROOF CONSTRUCTION |
| 419 | TABLE 804.3 ROOF FRAMING FASTENING SCHEDULEa, b |
| 420 | TABLE 804.3.1.1(1) CEILING JOIST SPANS 10 PSF LIVE LOAD (NO ATTIC STORAGE) |
| 421 | TABLE 804.3.1.1(2) CEILING JOIST SPANS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)a TABLE 804.3.1.1(3) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTIONa |
| 422 | FIGURE 804.3.1.1 JOIST TO RAFTER CONNECTION FIGURE 804.3.1.3(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPED, TRACK OR COLD-ROLLED CHANNEL |
| 423 | FIGURE 804.3.1.3(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING FIGURE 804.3.1.4 SPLICED CEILING JOISTS |
| 424 | FIGURE 804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS |
| 425 | TABLE 804.3.2.1(1) ROOF RAFTER SPANS TABLE 804.3.2.1(2) ULTIMATE DESIGN WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION |
| 426 | FIGURE 804.3.2.4 RIDGE MEMBER CONNECTION TABLE 804.3.2.4 SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR ROOF RAFTER TO RIDGE MEMBER CONNECTIONa |
| 427 | FIGURE 804.3.5(1) ROOF OR CEILING OPENING |
| 428 | FIGURE 804.3.5(2) HEADER TO TRIMMER CONNECTION SECTION 805 CEILING FINISHES |
| 429 | TABLE 804.3.7.1 REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FEET FIGURE 804.3.7.1(1) CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL |
| 430 | FIGURE 804.3.7.1(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL FIGURE 804.3.7.2 ROOF BLOCKING DETAIL |
| 431 | SECTION 806 ROOF VENTILATION |
| 432 | TABLE 806.5 INSULATION FOR CONDENSATION CONTROL SECTION 807 ATTIC ACCESS |
| 434 | CHAPTER 9 ROOF ASSEMBLIES SECTION 901 GENERAL SECTION 902 FIRE CLASSIFICATION SECTION 903 WEATHER PROTECTION |
| 435 | SECTION 904 MATERIALS SECTION 905 REQUIREMENTS FOR ROOF COVERINGS |
| 436 | TABLE 905.1.1(1) UNDERLAYMENT TYPES TABLE 905.1.1(2) UNDERLAYMENT APPLICATION |
| 437 | TABLE 905.1.1(2)—continued UNDERLAYMENT APPLICATION |
| 438 | TABLE 905.1.1(3) UNDERLAYMENT ATTACHMENT |
| 439 | TABLE 905.2.4.1 CLASSIFICATION OF ASPHALT ROOF SHINGLES |
| 440 | TABLE 905.2.8.2 VALLEY LINING MATERIAL |
| 441 | TABLE 905.3.7 CLAY AND CONCRETE TILE ATTACHMENT TABLE 905.6.5 SLATE SHINGLE HEADLAP |
| 442 | TABLE 905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS TABLE 905.7.5(1) WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE TABLE 905.7.5(2) NAIL REQUIREMENTS FOR WOOD SHAKES AND WOOD SHINGLES |
| 443 | TABLE 905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS |
| 444 | TABLE 905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE TABLE 905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS |
| 445 | TABLE 905.10.3(1) METAL ROOF COVERING STANDARDS TABLE 905.10.3(2) MINIMUM CORROSION RESISTANCE TABLE 905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS |
| 446 | TABLE 905.14.3 PROTECTIVE COATING MATERIAL STANDARDS SECTION 906 ROOF INSULATION TABLE 906.2 MATERIAL STANDARDS FOR ROOF INSULATION |
| 447 | SECTION 907 ROOFTOP-MOUNTED PHOTOVOLTAIC PANEL SYSTEMS SECTION 908 REROOFING |
| 448 | CHAPTER 10 CHIMNEYS AND FIREPLACES SECTION 1001 MASONRY FIREPLACES |
| 449 | TABLE 1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS |
| 450 | FIGURE 1001.1 FIREPLACE AND CHIMNEY DETAILS |
| 451 | FIGURE 1001.11 CLEARANCE FROM COMBUSTIBLES SECTION 1002 MASONRY HEATERS |
| 452 | SECTION 1003 MASONRY CHIMNEYS |
| 454 | TABLE 1003.14(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES TABLE 1003.14(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES |
| 455 | FIGURE 1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS TABLE 1003.20 CRICKET DIMENSIONS SECTION 1004 FACTORY-BUILT FIREPLACES |
| 456 | FIGURE 1003.18 CLEARANCE FROM COMBUSTIBLES SECTION 1005 FACTORY-BUILT CHIMNEYS SECTION 1006 EXTERIOR AIR SUPPLY |
| 457 | FIGURE 1003.20 CHIMNEY CRICKET |
| 458 | PART IV-ENERGY CONSERVATION CHAPTER 11 ENERGY EFFICIENCY SECTION 1101 GENERAL |
| 459 | FIGURE 1101.7 CLIMATE ZONES TABLE 1101.7 CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID ESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 460 | TABLE 1101.10.3(1) DEFAULT GLAZED WINDOW, GLASS DOOR AND SKYLIGHT U-FACTORS TABLE 1101.10.3(2) DEFAULT OPAQUE DOOR U-FACTORS TABLE 1101.10.3(3) DEFAULT GLAZED FENESTRATION SHGC AND VT |
| 461 | SECTION 1102 BUILDING THERMAL ENVELOPE TABLE 1102.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa |
| 462 | TABLE 1102.1.4 EQUIVALENT U-FACTORSa |
| 463 | TABLE 1102.2.6 STEEL-FRAME CEILING, WALL AND FLOOR INSULATION R-VALUES |
| 465 | TABLE 1102.4.1.1 AIR BARRIER AND INSULATION INSTALLATIONa |
| 466 | SECTION 1103 SYSTEMS |
| 468 | TABLE 1103.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY SECTION 1104 ELECTRICAL POWER AND LIGHTING SYSTEMS (MANDATORY) SECTION 1105 SIMULATED PERFORMANCE ALTERNATIVE (PERFORMANCE) TABLE 1103.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY |
| 470 | TABLE 1105.5.2(1) SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS TABLE 1105.5.2(1) SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS |
| 471 | TABLE 1105.5.2(1)—continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS TABLE 1105.5.2(1)—continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS |
| 472 | TABLE 1105.5.2(1)—continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS TABLE 1105.5.2(1)—continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS |
| 473 | TABLE 1105.5.2(2) DEFAULT DISTRIBUTION SYSTEM EFFICIENCIES FOR PROPOSED DESIGNSa SECTION 1106 ENERGY RATING INDEX COMPLIANCE ALTERNATIVE TABLE 1106.4 MAXIMUM ENERGY RATING INDEX EQUATION 11-1 |
| 474 | SECTION 1107 EXISTING BUILDINGS—GENERAL SECTION 1108 ADDITIONS |
| 475 | SECTION 1109 ALTERATIONS SECTION 1110 REPAIRS |
| 476 | SECTION 1111 CHANGE OF OCCUPANCY OR USE SECTION 1112 OHIO HOME BUILDERS ASSOCIATION (OHBA) ALTERNATIVE ENERGY CODE OPTION TABLE 1107.4.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa |
| 477 | TABLE 1112.1.5(1) DEFAULT GLAZED FENESTRATION U-FACTORS TABLE 1112.1.5(2) DEFAULT DOOR U-FACTORS TABLE 1112.1.5(3) DEFAULT GLAZED FENESTRATION SHGC |
| 478 | TABLE 1112.2.2.5 STEEL-FRAME CEILING, WALL AND FLOOR INSULATION (R-VALUE) |
| 480 | TABLE 1112.2.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa TABLE 1112.2.1.2 EQUIVALENT U-FACTORS |
| 481 | TABLE 1112.3.2.2(a) POST-CONSTRUCTION DUCT TIGHTNESS TESTING TABLE 1112.3.2.2(b) ROUGH-IN DUCT TIGHTNESS TESTING |
| 482 | PART V-MECHANICAL CHAPTER 12 MECHANICAL ADMINISTRATION SECTION 1201 GENERAL SECTION 1202 EXISTING MECHANICAL SYSTEMS |
| 484 | CHAPTER 13 GENERAL MECHANICAL SYSTEM REQUIREMENTS SECTION 1301 GENERAL MECHANICAL SYSTEM REQUIREMENTS SECTION 1302 APPROVAL SECTION 1303 LABELING OF APPLIANCES SECTION 1304 TYPE OF FUEL SECTION 1305 APPLIANCE ACCESS |
| 485 | SECTION 1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION |
| 486 | FIGURE 1306.1 REDUCED CLEARANCE DIAGRAM FIGURE 1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM |
| 487 | TABLE 1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION |
| 488 | SECTION 1307 APPLIANCE INSTALLATION SECTION 1308 MECHANICAL SYSTEMS INSTALLATION |
| 490 | CHAPTER 14 HEATING AND COOLING EQUIPMENT AND APPLIANCES SECTION 1401 GENERAL SECTION 1402 CENTRAL FURNACES SECTION M1403 HEAT PUMP EQUIPMENT SECTION 1404 REFRIGERATION COOLING EQUIPMENT SECTION 1405 BASEBOARD CONVECTORS SECTION 1406 RADIANT HEATING SYSTEMS |
| 491 | SECTION 1407 DUCT HEATERS SECTION 1408 VENTED FLOOR FURNACES SECTION 1409 VENTED WALL FURNACES |
| 492 | SECTION 1410 VENTED ROOM HEATERS SECTION 1411 HEATING AND COOLING EQUIPMENT |
| 493 | SECTION 1412 ABSORPTION COOLING EQUIPMENT SECTION 1413 EVAPORATIVE COOLING EQUIPMENT |
| 494 | SECTION 1414 FIREPLACE STOVES SECTION 1415 MASONRY HEATERS |
| 496 | CHAPTER 15 EXHAUST SYSTEMS SECTION 1501 GENERAL SECTION 1502 CLOTHES DRYER EXHAUST TABLE 1502.4.5.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH |
| 497 | SECTION 1503 DOMESTIC COOKING EXHAUST EQUIPMENT |
| 498 | SECTION 1504 EXHAUST DUCTS AND EXHAUST OPENINGS TABLE 1504.2 DUCT LENGTH SECTION 1505 MECHANICAL VENTILATION |
| 499 | TABLE 1505.4.3(1) CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS TABLE 1505.4.3(2) INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORS TABLE 1505.4.4 MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- AND TWO- AND THREE-FAMILY DWELLINGS |
| 500 | CHAPTER 16 DUCT SYSTEMS SECTION 1601 DUCT CONSTRUCTION TABLE 1601.1.1 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITSa |
| 503 | SECTION 1602 RETURN AIR |
| 504 | CHAPTER 17 COMBUSTION AIR SECTION 1701 GENERAL |
| 506 | CHAPTER 18 CHIMNEYS AND VENTS SECTION 1801 GENERAL SECTION 1802 VENT COMPONENTS |
| 507 | SECTION 1803 CHIMNEY AND VENT CONNECTORS TABLE 1803.2 THICKNESS FOR SINGLE-WALL METAL PIPE CONNECTORS TABLE 1803.3.4 CHIMNEY AND VENT CONNECTOR CLEARANCES TO COMBUSTIBLE MATERIALSa |
| 508 | SECTION 1804 VENTS TABLE 1804.1 VENT SELECTION CHART SECTION 1805 MASONRY AND FACTORY-BUILT CHIMNEYS |
| 510 | CHAPTER 19 SPECIAL APPLIANCES, EQUIPMENT AND SYSTEMS SECTION 1901 RANGES AND OVENS SECTION 1902 SAUNA HEATERS SECTION 1903 STATIONARY FUEL CELL POWER PLANTS SECTION 1904 GASEOUS HYDROGEN SYSTEMS SECTION 1905 ENGINE AND GAS-TURBINE POWERED EQUIPMENT AND APPLIANCES |
| 512 | CHAPTER 20 BOILERS AND WATER HEATERS SECTION 2001 BOILERS SECTION 2002 OPERATING AND SAFETY CONTROLS SECTION 2003 EXPANSION TANKS SECTION 2004 WATER HEATERS USED FOR SPACE HEATING |
| 513 | TABLE 2003.2 EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS SECTION 2005 WATER HEATERS SECTION 2006 POOL HEATERS |
| 514 | CHAPTER 21 HYDRONIC PIPING SECTION 2101 HYDRONIC PIPING SYSTEMS INSTALLATION TABLE 2101.9 HANGER SPACING INTERVALS SECTION 2102 BASEBOARD CONVECTORS |
| 515 | TABLE 2101.1 HYDRONIC PIPING AND FITTING MATERIALS |
| 516 | SECTION 2103 FLOOR HEATING SYSTEMS SECTION 2104 LOW TEMPERATURE PIPING SECTION 2105 GROUND-SOURCE HEAT-PUMP SYSTEM LOOP PIPING |
| 517 | TABLE 2105.4 GROUND-SOURCE LOOP PIPE TABLE 2105.5 GROUND-SOURCE LOOP PIPE FITTINGS |
| 520 | CHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS SECTION 2200 SCOPE SECTION 2201 OIL TANKS SECTION 2202 OIL PIPING, FITTING AND CONNECTIONS |
| 521 | SECTION 2203 INSTALLATION SECTION 2204 OIL PUMPS AND VALVES |
| 522 | CHAPTER 23 SOLAR THERMAL ENERGY SYSTEMS SECTION 2301 SOLAR THERMAL ENERGY SYSTEMS |
| 524 | PART VI-FUEL GAS CHAPTER 24 FUEL GAS SECTION 2401 GENERAL SECTION 2402 GENERAL SECTION 2403 GENERAL DEFINITIONS |
| 526 | SECTION 2404 GENERAL |
| 527 | SECTION 2405 STRUCTURAL SAFETY SECTION 2406 APPLIANCE LOCATION SECTION 2407 COMBUSTION, VENTILATION AND DILUTION AIR |
| 528 | EQUATION 24-1 EQUATION 24-2 FIGURE 2407.5.3 ALL AIR FROM INSIDE THE BUILDING |
| 529 | FIGURE 2407.6.1(1) ALL AIR FROM OUTDOORS—INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC FIGURE 2407.6.1(2) ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC |
| 530 | FIGURE 2407.6.1(3) ALL AIR FROM OUTDOORS FIGURE 2407.6.2 SINGLE COMBUSTION AIR OPENING, ALL AIR FROM OUTDOORS |
| 531 | SECTION 2408 INSTALLATION |
| 532 | SECTION 2409 CLEARANCE REDUCTION FIGURE 2409.2(1) EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS |
| 533 | FIGURE 2409.2(2) WALL PROTECTOR CLEARANCE REDUCTION SYSTEM FIGURE 2409.2(3) MASONRY CLEARANCE REDUCTION SYSTEM |
| 534 | TABLE 2409.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION SECTION 2410 ELECTRICAL |
| 535 | SECTION 2411 ELECTRICAL BONDING SECTION 2412 GENERAL SECTION 2413 PIPE SIZING |
| 536 | EQUATION 24-3 EQUATION 24-4 TABLE 2413.4 (402.4) Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS |
| 537 | TABLE 2413.4(1) SCHEDULE 40 METALLIC PIPE |
| 538 | TABLE 2413.4(2) SCHEDULE 40 METALLIC PIPE |
| 539 | TABLE 2413.4(3) SEMIRIGID COPPER TUBING |
| 540 | TABLE 2413.4(4) SEMIRIGID COPPER TUBING |
| 541 | TABLE 2413.4(5) CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 542 | TABLE 2413.4(6) CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 543 | TABLE 2413.4(7) POLYETHYLENE PLASTIC PIPE |
| 544 | TABLE 2413.4(8) POLYETHYLENE PLASTIC PIPE |
| 545 | TABLE 2413.4(9) SCHEDULE 40 METALLIC PIPE |
| 546 | TABLE 2413.4(10) SCHEDULE 40 METALLIC PIPE |
| 547 | TABLE 2413.4(11) SCHEDULE 40 METALLIC PIPE |
| 548 | TABLE 2413.4(12) SCHEDULE 40 METALLIC PIPE |
| 549 | TABLE 2413.4(13) SEMIRIGID COPPER TUBING |
| 550 | TABLE 2413.4(14) SEMIRIGID COPPER TUBING |
| 551 | TABLE 2413.4(15) SEMIRIGID COPPER TUBING |
| 552 | TABLE 2413.4(16) CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 553 | TABLE 2413.4(17) CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 554 | TABLE 2413.4(18) CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 555 | TABLE 2413.4(19) POLYETHYLENE PLASTIC PIPE |
| 556 | TABLE 2413.4(20) POLYETHYLENE PLASTIC PIPE |
| 557 | TABLE 2413.4(21) POLYETHYLENE PLASTIC TUBING SECTION 2414 PIPING MATERIALS |
| 558 | TABLE 2414.9.2 SPECIFICATIONS FOR THREADING METALLIC PIPE |
| 559 | SECTION 2415 PIPING SYSTEM INSTALLATION |
| 561 | SECTION 2416 PIPING BENDS AND CHANGES IN DIRECTION |
| 562 | SECTION 2417 INSPECTION, TESTING AND PURGING |
| 563 | TABLE 2417.7.1.1 SIZE AND LENGTH OF PIPING |
| 564 | SECTION 2418 PIPING SUPPORT SECTION 2419 DRIPS AND SLOPED PIPING FIGURE 2419.4 METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP |
| 565 | SECTION 2420 SHUTOFF VALVES TABLE 2420.1.1 MANUAL GAS VALVE STANDARDS SECTION 2421 FLOW CONTROLS |
| 566 | SECTION 2422 APPLIANCE CONNECTIONS |
| 567 | SECTION 2423 COMPRESSED NATURAL GAS MOTOR VEHICLE FUEL-DISPENSING FACILITIES SECTION 2424 PIPING SUPPORT INTERVALS TABLE 2424.1 SUPPORT OF PIPING SECTION 2425 GENERAL |
| 568 | SECTION 2426 VENTS |
| 569 | SECTION 2427 VENTING OF APPLIANCES |
| 570 | TABLE 2427.4 TYPE OF VENTING SYSTEM TO BE USED |
| 572 | FIGURE 2427.6.4 TERMINATION LOCATIONS FOR GAS VENTS WITH LISTED CAPS 12 INCHES OR LESS IN SIZE NOT LESS THAN 8 FEET FROM A VERTICAL WALL |
| 575 | TABLE 2427.8 THROUGH-THE-WALL, DIRECT-VENT TERMINATION CLEARANCES TABLE 2427.10.2.4 MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES |
| 576 | TABLE 2427.10.5a CLEARANCES FOR CONNECTORS |
| 578 | SECTION 2428 SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS |
| 580 | TABLE 2428.3.2 MAXIMUM VENT CONNECTOR LENGTH |
| 582 | TABLE 2428.2(1) TYPE B DOUBLE-WALL GAS VENT |
| 583 | TABLE 2428.2(1)—continued TYPE B DOUBLE-WALL GAS VENT |
| 584 | TABLE 2428.2(2) TYPE B DOUBLE-WALL GAS VENT |
| 585 | TABLE 2428.2(2)—continued TYPE B DOUBLE-WALL GAS VENT |
| 586 | TABLE 2428.3(1) TYPE B DOUBLE-WALL VENT |
| 587 | TABLE 2428.3(2) TYPE B DOUBLE-WALL VENT |
| 588 | TABLE 2428.3(3) MASONRY CHIMNEY |
| 589 | TABLE 2428.3(4) MASONRY CHIMNEY |
| 590 | SECTION 2429 DIRECT-VENT, INTEGRAL VENT, MECHANICAL VENT AND VENTILATION/EXHAUST HOOD VENTING SECTION 2430 FACTORY-BUILT CHIMNEYS SECTION 2431 GENERAL SECTION 2432 DECORATIVE APPLIANCES FOR INSTALLATION IN FIREPLACES SECTION 2433 LOG LIGHTERS SECTION 2434 VENTED GAS FIREPLACES (DECORATIVE APPLIANCES) SECTION 2435 VENTED GAS FIREPLACE HEATERS SECTION 2436 VENTED WALL FURNACES SECTION 2437 FLOOR FURNACES |
| 591 | SECTION 2438 CLOTHES DRYERS SECTION 2439 CLOTHES DRYER EXHAUST |
| 592 | TABLE 2439.7.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH SECTION 2440 SAUNA HEATERS |
| 593 | SECTION 2441 POOL AND SPA HEATERS SECTION 2442 FORCED-AIR WARM-AIR FURNACES |
| 594 | SECTION 2443 CONVERSION BURNERS SECTION 2444 UNIT HEATERS SECTION 2445 UNVENTED ROOM HEATERS SECTION 2446 VENTED ROOM HEATERS SECTION 2447 COOKING APPLIANCES |
| 595 | SECTION 2448 WATER HEATERS SECTION 2449 AIR-CONDITIONING APPLIANCES SECTION 2450 ILLUMINATING APPLIANCES SECTION 2451 INFRARED RADIANT HEATERS SECTION 2452 BOILERS |
| 596 | SECTION 2453 CHIMNEY DAMPER OPENING AREA TABLE 2453.1 FREE OPENING AREA OF CHIMNEY DAMPER FOR VENTING FLUE GASES FROM UNLISTED DECORATIVE APPLIANCES FOR INSTALLATION IN VENTED FIREPLACES SECTION 2454 OUTDOOR DECORATIVE APPLIANCES |
| 598 | PART VII-PLUMBING CHAPTER 25 PLUMBING SYSTEMS SECTION 2501 PLUMBING SYSTEMS |
| 600 | CHAPTERS 26–28 |
| 602 | CHAPTER 29 WATER SUPPLY AND DISTRIBUTION SECTION 2901 GENERAL SECTION 2902 PROTECTION OF POTABLE WATER SUPPLY SECTION 2903 WATER SUPPLY SYSTEM SECTION 2904 DWELLING UNIT FIRE SPRINKLER SYSTEMS |
| 603 | TABLE 2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED FIGURE 2904.2.4.2 MINIMUM ALLOWABLE DISTANCE BETWEEN SPRINKLER AND OBSTRUCTION |
| 605 | EQUATION 29-1 |
| 606 | TABLE 2904.6.2(1) WATER SERVICE PRESSURE LOSS (PLsvc)a, b |
| 607 | TABLE 2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS (PLm)a TABLE 2904.6.2(3) ELEVATION LOSS (PLe) |
| 608 | TABLE 904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3/4-INCH TYPE M COPPER WATER TUBING |
| 609 | TABLE 2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING |
| 610 | TABLE 2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3/4-INCH CPVC PIPE |
| 611 | TABLE 2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE |
| 612 | TABLE 2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3/4-INCH PEX AND PE-RT TUBING |
| 613 | TABLE 2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX AND PE-RT TUBING |
| 614 | SECTION 2905 HEATED WATER DISTRIBUTION SYSTEMS SECTION 2906 MATERIALS, JOINTS AND CONNECTIONS SECTION 2907 CHANGES IN DIRECTION SECTION 2908 SUPPORT SECTION 2909 DRINKING WATER TREATMENT UNITS SECTION 2910 NONPOTABLE WATER SYSTEMS SECTION 2911 ON-SITE NONPOTABLE WATER REUSE SYSTEMS SECTION 2912 NONPOTABLE RAINWATER COLLECTION AND DISTRIBUTION SYSTEMS SECTION 2913 RECLAIMED WATER SYSTEMS |
| 616 | CHAPTERS 30–33 |
| 618 | PART VIII-ELECTRICAL CHAPTER 34 ELECTRICAL SECTION 3401 ELECTRICAL |
| 619 | SECTION 3402 EMERGENCY AND STANDBY POWER SYSTEMS |
| 620 | CHAPTERS 35–43 |
| 622 | CHAPTER 44 REFERENCED STANDARDS AAMA ACCA ACI AISI |
| 623 | AMCA ANCE ANSI |
| 624 | APA ASCE/SEI ASHRAE |
| 625 | ASME ASTM |
| 631 | AWC AWPA AWS AWWA CEN |
| 632 | CPA CPSC CSA CSSB DASMA |
| 633 | DOC DOTn FEMA FM GA HPVA HVI |
| 634 | ICC IEEE ISO MSS NAIMA |
| 635 | NFPA NFRC NSF PCA |
| 636 | SBCA SMACNA TMS TPI UL |
| 638 | ULC US-FTC WDMA WMA |
| 640 | INDEX |
| 654 | ICC MEMBERSHIP |
| 655 | ICC premiumACCESS |
| 656 | ICC PLAN REVIEW SERVICES |
| 657 | HELPFUL TOOLS FOR YOUR RESIDENTIAL CODE |
Related products
-
OH State ResidentialCode 2013
Ohio Residential Code with January 2018 Updates Published By Publication Date Number of Pages OH…
