Residential Code of Ohio 2013
$61.10
Residential Code of Ohio
| Published By | Publication Date | Number of Pages |
| OH | 2013 | 644 |
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2013 RESIDENTIAL CODE OF OHIO |
| 2 | COPYRIGHT |
| 3 | PREFACE |
| 5 | EFFECTIVE USE OF THE INTERNATIONAL RESIDENTIAL CODE |
| 9 | TABLE OF CONTENTS |
| 13 | PART I – ADMINISTRATION CHAPTER 1 ADMINISTRATION SECTION 101 GENERAL |
| 14 | SECTION 102 APPLICABILITY AND JURISDICTIONAL AUTHORITY |
| 17 | SECTION 103 CERTIFIED RESIDENTIAL BUILDING DEPARTMENTS, PERSONNEL, AND APPEALS BOARDS SECTION 104 DUTIES AND RESPONSIBILITIES |
| 18 | SECTION 105 APPROVALS |
| 20 | SECTION 106 CONSTRUCTION DOCUMENTS |
| 22 | SECTION 107 PLAN APPROVAL PROCESS |
| 24 | SECTION 108 INSPECTION PROCESS |
| 26 | SECTION 109 ORDERS, VIOLATIONS, AND UNSAFE BUILDINGS |
| 27 | SECTION 110 APPEALS SECTION 111 CERTIFICATE OF OCCUPANCY |
| 28 | SECTION 112 CHANGES TO THE CODE SECTION 113 EXISTING BUILDINGS AND STRUCTURES |
| 29 | SECTION 114 PRODUCTS AND MATERIALS |
| 31 | FIGURE 114.2 ORGANIZATION OF BOARD RECOGNIZED BODIES AND CERTIFICATION PROGRAMS |
| 32 | SECTION 115 BOARD ORGANIZATION |
| 33 | PART II – DEFINITIONS CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS |
| 49 | PART III – BUILDING PLANNING AND CONSTRUCTION CHAPTER 3 BUILDING PLANNING SECTION 301 DESIGN CRITERIA |
| 50 | TABLE 301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA |
| 51 | TABLE 301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (psf)a, b, c, d, e |
| 52 | TABLE 301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2) FIGURE 301.2(1) ISOLINES OF THE 971/2 PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES ( F) |
| 53 | FIGURE 301.2(2) SEISMIC DESIGN CATEGORIES—SITE CLASS D |
| 54 | FIGURE 301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETE |
| 55 | FIGURE 301.2(4) BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL |
| 56 | FIGURE 301.2(5) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb/ft2) |
| 57 | FIGURE 301.2(6) TERMITE INFESTATION PROBABILITY MAP |
| 58 | FIGURE 301.2(7) COMPONENT AND CLADDING PRESSURE ZONES |
| 59 | TABLE 301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d TABLE R301.2.1.3 EQUIVALENT BASIC WIND SPEEDSa |
| 60 | TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION |
| 61 | TABLE 301.2.2.2.1 WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOADa |
| 63 | TABLE 301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS TABLE 301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FOR CEPER SQUARE FOOT OF HORIZONTAL PROJECTION |
| 64 | TABLE 301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS SECTION 302 FIRE-RESISTANT CONSTRUCTION TABLE R302.1 EXTERIOR WALLS |
| 67 | TABLE R302.6 DWELLING/GARAGE SEPARATIONa |
| 69 | SECTION 303 LIGHT, VENTILATION AND HEATING |
| 70 | SECTION 304 MINIMUM ROOM AREAS SECTION 305 CEILING HEIGHT SECTION 306 SANITATION SECTION 307 TOILET, BATH AND SHOWER SPACES |
| 71 | FIGURE 307.1 MINIMUM FIXTURE CLEARANCES SECTION 308 GLAZING |
| 72 | 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 |
| 74 | SECTION 309 GARAGES AND CARPORTS SECTION 310 EMERGENCY ESCAPE AND RESCUE OPENINGS |
| 75 | SECTION 311 MEANS OF EGRESS |
| 77 | SECTION 312 GUARDS |
| 78 | SECTION 313 AUTOMATIC FIRE SPRINKLER SYSTEMS SECTION 314 SMOKE ALARMS |
| 79 | SECTION 315 CARBON MONOXIDE ALARMS SECTION 316 FOAM PLASTIC |
| 81 | SECTION 317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY |
| 82 | SECTION 318 PROTECTION AGAINST SUBTERRANEAN TERMITES |
| 83 | SECTION 319 SITE ADDRESS SECTION 320 ACCESSIBILITY |
| 84 | SECTION 321 ELEVATORS AND PLATFORM LIFTS SECTION 322 FLOOD-RESISTANT CONSTRUCTION |
| 87 | SECTION 323 STORM SHELTERS SECTION 324 POST FRAME ACCESSORY STRUCTURES TABLE 324.3 POST FRAME PIER FOOTING DIAMETERS |
| 88 | FIGURE 324 POST AND FRAME WALL SECTION (NO SCALE) FIGURE 324.1 COLUMN UPLIFT PROTECTION EXCEPTION (NO SCALE |
| 89 | TABLE 324.4.5 GABLE END HEADER SIZES TABLE 324.4.7 BEAM OR TRUSS CONNECTION AT COLUMNS MINIMUM FASTENERS OR TOTAL SHEAR OR WITHDRAW VALUESa, b, c TABLE 324.6 KNEE BRACE VERTICAL DISTANCE |
| 90 | TABLE 324.7 STRUCTURAL FASTENES |
| 91 | CHAPTER 4 FOUNDATIONS SECTION 401 GENERAL TABLE 401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa SECTION 402 MATERIALS |
| 92 | TABLE 402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SECTION 403 FOOTINGS |
| 93 | TABLE 403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS (inches)a |
| 94 | FIGURE 403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS |
| 95 | FIGURE 403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION |
| 96 | FIGURE 403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION |
| 97 | FIGURE 403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES |
| 99 | FIGURE 403.3(1) INSULATION PLACEMENT FOR FROST PROTECTED FOOTINGS IN HEATED BUILDINGS TABLE 403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGSa |
| 100 | FIGURE 403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD |
| 101 | TABLE 403.3(2) AIR-FREEZING INDEX FOR OHIO LOCATIONS BY COUNTY FIGURE 403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE |
| 102 | FIGURE 403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE TABLE 403.4 MINIMUM DEPTH OF CRUSHED STONE FOOTINGS (D), (inches) |
| 103 | FIGURE 403.4(1) BASEMENT OR CRAWL SPACE WITH PRECASTFOUNDATION WALL BEARING ON CRUSHED STONE FIGURE 403.4(2) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL ON SPREAD FOOTING TABLE 403.5 MINIMUM FOOTING SIZE FOR DECK FOOTINGS WITHOUT ROOF LOADS SECTION 404 FOUNDATION AND RETAINING WALLS |
| 104 | TABLE 404.1.1(1) PLAIN MASONRY FOUNDATION WALLS |
| 105 | TABLE 404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 5 INCHESa, c |
| 106 | TABLE 404.1.1(3) 10-INCH FOUNDATION WALLS WITH REINFORCING WHERE d > 6.75 INCHESa, |
| 107 | TABLE 404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 8.75 INCHESa, c |
| 108 | TABLE 404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLSa, b |
| 109 | TABLE 404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, g, h, i, j |
| 110 | TABLE 404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i |
| 111 | TABLE 404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i |
| 112 | TABLE 404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, g, h, i |
| 113 | TABLE 404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, f, h, i, j |
| 114 | TABLE 404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLSb, c, d, e, g, h, i, |
| 115 | TABLE 404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10-INCH AND 12-INCH NOMINAL FLAT BASEMENT WALLSb, c, d, e, f, h, i, k, n |
| 116 | TABLE 404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEELa, b, c |
| 117 | TABLE 404.1.2(9)—continued MINIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEELa, b, c |
| 120 | FIGURE 404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS |
| 121 | SECTION 405 FOUNDATION DRAINAGE |
| 122 | TABLE 404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION |
| 123 | TABLE 405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM SECTION 406 FOUNDATION WATERPROOFING AND DAMPPROOFING |
| 124 | SECTION 407 COLUMNS |
| 125 | SECTION 408 UNDER-FLOOR SPACE SECTION 409 FOUNDATION INSULATION |
| 127 | CHAPTER 5 FLOORS SECTION 501 GENERAL SECTION 502 WOOD FLOOR FRAMING |
| 128 | FIGURE 502.2 FLOOR CONSTRUCTION |
| 129 | TABLE 502.2.2.1 FASTENER SPACING FOR A SOUTHERN PINE OR HEM-FIR DECK LEDGER AND A 2-INCH NOMINAL SOLID-SAWN SPRUCE-PINE-FIR BAND JOISTc, f, g FIGURE 502.2.2.3 DECK ATTACHMENT FOR LATERAL LOADS |
| 131 | TABLE 502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360) |
| 132 | TABLE 502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)b |
| 133 | TABLE 502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLYa, b, c, f, g, h (Floor Live Load ≤ 40 psf, Roof Live Load ≤ 20 psf) TABLE 502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONYa, b, e, f |
| 134 | TABLE 502.5(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) |
| 135 | TABLE 502.5(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) |
| 136 | TABLE 502.5(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) |
| 137 | FIGURE 502.8 CUTTING, NOTCHING AND DRILLING |
| 138 | SECTION 503 FLOOR SHEATHING TABLE 503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING |
| 139 | TABLE 503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENTa |
| 140 | TABLE 503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa SECTION 504 PRESSURE PRESERVATIVELY TREATED-WOOD FLOORS (ON GROUND) SECTION 505 STEEL FLOOR FRAMING |
| 141 | FIGURE 505.1.2 IN-LINE FRAMING |
| 142 | FIGURE 505.2(1) C-SHAPED SECTION FIGURE 505.2(2) TRACK SECTION TABLE 505.2 (1) COLD-FORMED STEEL JOIST SIZES TABLE 505.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS |
| 143 | TABLE 505.2.4 SCREW SUBSTITUTION FACTOR FIGURE 505.2.5.1 FLOOR JOIST WEB HOLES |
| 144 | FIGURE 505.2.5.3 WEB HOLE PATCH |
| 145 | TABLE 505.3.1(1) FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTSa FIGURE 505.3.1(1) FLOOR TO EXTERIOR LOAD-BEARING WALL STUD CONNECTION |
| 146 | TABLE 505.3.1(2) FLOOR FASTENING SCHEDULEa FIGURE 505.3.1(2) FLOOR TO WOOD SILL CONNECTION |
| 147 | FIGURE 505.3.1(3) FLOOR TO FOUNDATION CONNECTION FIGURE 505.3.1(4) CANTILEVERED FLOOR TO FOUNDATION CONNECTION |
| 148 | FIGURE 505.3.1(5) CANTILEVERED FLOOR TO WOOD SILL CONNECTION FIGURE 505.3.1(6) CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION |
| 149 | FIGURE 505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL |
| 150 | FIGURE 505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL FIGURE 505.3.1(9) BEARING STIFFENERS FOR END JOISTS |
| 151 | TABLE 505.3.2(1) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—SINGLE SPANS FIGURE 505.3.3.2(1) JOIST BLOCKING (SOLID) |
| 152 | TABLE 505.3.2(2) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—MULTIPLE SPANSa, b, c, d, e, f 33 ksi STEEL FIGURE 505.3.3.2(2) JOIST BLOCKING (STRAP) |
| 153 | TABLE 505.3.2(3) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—MULTIPLE SPANSa, b, c, d, e, f 50 ksi STEEL |
| 154 | FIGURE 505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS TABLE 505.3.4(1) CLIP ANGLE BEARING STIFFENERS (20 psf equivalent snow load) |
| 155 | TABLE 505.3.4(2) CLIP ANGLE BEARING STIFFENERS (30 psf equivalent snow load) FIGURE 505.3.4(2) BEARING STIFFENER |
| 156 | TABLE 505.3.4 (3) CLIP ANGLE BEARING STIFFENERS (50 psf equivalent snow load) TABLE 505.3.4 (4) CLIP ANGLE BEARING STIFFENERS (70 psf equivalent snow load) |
| 157 | FIGURE 505.3.7 TRACK SPLICE |
| 158 | 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 |
| 159 | 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 |
| 160 | SECTION 506 CONCRETE FLOORS (ON GROUND) |
| 161 | CHAPTER 6 WALL CONSTRUCTION SECTION 601 GENERAL TABLE 601.3.1 CLASS III VAPOR RETARDERS |
| 162 | SECTION 602 WOOD WALL FRAMING |
| 163 | TABLE 602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS |
| 164 | TABLE 602.3(1)—continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS |
| 165 | TABLE 602.3(2) ALTERNATE ATTACHMENTS |
| 166 | TABLE 602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES TABLE 602.3(4) ALLOWABLE SPANS FOR PARTICLE BOARD WALL SHEATHING TABLE 602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDSa |
| 167 | FIGURE 602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING |
| 168 | FIGURE 602.3(2) FRAMING DETAILS |
| 169 | TABLE 602.3.1 MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 mph OR LESSIN SEISMIC DESIGN CATEGORIES A, B, C, D0, D1 and D2b, c |
| 170 | TABLE 602.3.1—continued MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 mph OR LESSIN SEISMIC DESIGN CATEGORIES A, B, C, D0, D1 and D2 |
| 171 | FIGURE 602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS |
| 172 | FIGURE 602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS |
| 173 | FIGURE 602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING |
| 174 | TABLE 602.7.2 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERS FIGURE 602.7.2 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION |
| 175 | FIGURE 602.10.1.1 BRACED WALL LINES TABLE 602.10.1.3 BRACED WALL LINE SPACING |
| 176 | FIGURE 602.10.1.4 ANGLED WALLS |
| 177 | FIGURE 602.10.2.2 LOCATION OF BRACED WALL PANELS |
| 178 | TABLE 602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED |
| 179 | TABLE 602.10.3(1)— continued BRACING REQUIREMENTS BASED ON WIND SPEED |
| 180 | TABLE 602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING |
| 181 | TABLE 602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY |
| 182 | TABLE 602.10.3(3)— continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY |
| 183 | TABLE 602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING |
| 184 | TABLE 602.10.4 BRACING METHODS |
| 185 | TABLE 602.10.4—continued BRACING METHODS |
| 186 | FIGURE 602.10.5 BRACED WALL PANELS WITH CONTINUOUS SHEATHING |
| 187 | TABLE 602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS |
| 188 | TABLE 602.10.5.2 PARTIAL CREDIT FOR BRACED WALL PANELS LESS THAN 48 INCHES IN ACTUAL LENGTH TABLE 602.10.6.1 MINIMUM HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS FIGURE 602.10.6.1 METHOD ABW: ALTERNATE BRACED WALL PANEL |
| 189 | FIGURE 602.10.6.2 METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS |
| 190 | FIGURE 602.10.6.3 METHOD PFG: PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B, AND C TABLE 602.10.6.4 TENSION STRAP CAPACITY REQUIRED FOR RESISTING WIND PRESSURES PERPENDICULAR TO METHOD PFH, PFG AND CS-PF BRACED WALL PANELS |
| 191 | FIGURE 602.10.6.4 METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION |
| 192 | TABLE 602.10.6.5 METHOD BV-WSP WALL BRACING REQUIREMENTS |
| 193 | FIGURE 602.10.6.5 METHOD BV-WSP: WALL BRACING FOR DWELLINGS WITH STONE AND MASONRY VENEER IN SEISMIC CATEGORIES D0, D1, AND D2 |
| 194 | FIGURE 602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING |
| 195 | FIGURE 602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING FIGURE 602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING |
| 196 | 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 |
| 197 | FIGURE 602.10.8.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES |
| 198 | FIGURE 602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS |
| 199 | FIGURE 602.11.2 STEPPED FOUNDATION CONSTRUCTION |
| 200 | FIGURE R602.12.1 RECTANGLE CIRCUMSCRIBING AN ENCLOSED BUILDING |
| 201 | TABLE 602.12.4 MINIMUM NUMBER OF BRACING UNITS ON EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE SECTION 603 STEEL WALL FRAMING |
| 202 | FIGURE 603.1.2 IN-LINE FRAMING |
| 203 | TABLE 603.2(1) LOAD-BEARING COLD-FORMED STEEL STUD SIZES TABLE 603.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS FIGURE 603.2(1) C-SHAPED SECTION FIGURE 603.2(2) TRACK SECTION |
| 204 | TABLE 603.2.4 SCREW SUBSTITUTION FACTOR FIGURE 603.2.5.1 WEB HOLES |
| 205 | FIGURE 603.2.5.3 STUD WEB HOLE PATCH |
| 206 | TABLE 603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa,b FIGURE 603.3.1(1) WALL TO FLOOR CONNECTION |
| 207 | FIGURE 603.3.1(2) WALL TO FOUNDATION CONNECTION FIGURE 603.3.1(3) WALL TO WOOD SILL CONNECTION |
| 208 | TABLE 603.3.1.1(1) GABLE ENDWALL TO FLOOR CONNECTION REQUIREMENTSa,b,c TABLE 603.3.1.1(2) GABLE ENDWALL BOTTOM TRACK TO FOUNDATION CONNECTION REQUIREMENTSa,b,c TABLE 603.3.2(1) WALL FASTENING SCHEDULEa |
| 209 | TABLE 603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 ksi STEEL |
| 210 | TABLE 603.3.2(3) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL |
| 211 | TABLE 603.3.2(4) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL |
| 212 | TABLE 603.3.2(5) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL |
| 213 | TABLE 603.3.2(6) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL |
| 214 | TABLE 603.3.2(7) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL |
| 215 | TABLE 603.3.2(8) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL |
| 216 | TABLE 603.3.2(9) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL |
| 217 | TABLE 603.3.2 (10) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL |
| 218 | TABLE 603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL |
| 219 | TABLE 603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL |
| 220 | TABLE 603.3.2(13) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL |
| 221 | TABLE 603.3.2(14) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL |
| 222 | TABLE 603.3.2(15) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL |
| 223 | TABLE 603.3.2(16) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL |
| 224 | TABLE 603.3.2(17) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL |
| 225 | TABLE 603.3.2(18) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL |
| 226 | TABLE 603.3.2(19) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL |
| 227 | TABLE 603.3.2(20) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL |
| 228 | TABLE 603.3.2(21) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL |
| 229 | TABLE 603.3.2(22) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL |
| 230 | TABLE 603.3.2(23) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL |
| 231 | TABLE 603.3.2(24) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL |
| 232 | TABLE 603.3.2(25) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL |
| 233 | TABLE 603.3.2(26) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL |
| 234 | TABLE 603.3.2(27) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL |
| 235 | TABLE 603.3.2(28) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL |
| 236 | TABLE 603.3.2(29) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL |
| 237 | TABLE 603.3.2(30) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL |
| 238 | TABLE 603.3.2(31) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL |
| 240 | SECTION 604 WOOD STRUCTURAL PANELS |
| 241 | FIGURE 603.3.3(1) STUD BRACING WITH STRAPPING ONLY FIGURE 603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL |
| 242 | FIGURE 603.3.5 TRACK SPLICE FIGURE 603.4 CORNER FRAMING |
| 243 | TABLE 603.3.2.1 (1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa,b,c 33 ksi STEEL |
| 244 | TABLE 603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa,b,c 50 ksi STEE |
| 245 | TABLE 603.3.2.1(3) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa,b,c 33 ksi STEEL |
| 246 | TABLE 603.3.2.1(4) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa,b,c 50 ksi STEEL |
| 247 | FIGURE 603.6(1) BOX BEAM HEADER FIGURE 603.6(2) BACK-TO-BACK HEADER |
| 248 | FIGURE 603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL FIGURE 603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL |
| 249 | TABLE 603.6(1) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b |
| 250 | TABLE 603.6(2) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b |
| 251 | TABLE 603.6(3) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b |
| 252 | TABLE 603.6(4) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b |
| 253 | TABLE 603.6(5) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b |
| 254 | TABLE 603.6(6) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b |
| 255 | TABLE 603.6(7) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b |
| 256 | TABLE 603.6(8) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b |
| 257 | TABLE 603.6(9) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a |
| 258 | TABLE 603.6(10) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b |
| 259 | TABLE 603.6(11) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a, b |
| 260 | TABLE 603.6(12) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a,b |
| 261 | TABLE 603.6(13) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a,b |
| 262 | TABLE 603.6(14) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a,b |
| 263 | TABLE 603.6(15) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b |
| 264 | TABLE 603.6(16) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b |
| 265 | TABLE 603.6(17) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b |
| 266 | TABLE 603.6(18) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b |
| 267 | TABLE 603.6(19) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b |
| 268 | TABLE 603.6(20) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b |
| 269 | TABLE 603.6(21) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a, b |
| 270 | TABLE 603.6(22) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b |
| 271 | TABLE 603.6(23) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and ceiling (33 ksi steel)a, b |
| 272 | TABLE 603.6(24) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b |
| 273 | TABLE 603.7(1) TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING TABLE 603.7(2) HEADER TO KING STUD CONNECTION REQUIREMENTSa, b, c, d |
| 274 | TABLE 603.8 HEAD AND SILL TRACK SPAN Fy = 33 ksi FIGURE 603.9 STRUCTURAL SHEATHING FASTENING PATTERN |
| 275 | FIGURE 603.9.2 CORNER STUD HOLD DOWN DETAIL TABLE 603.9.2(1) MINIMUM PERCENTAGE OF FULL HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLSa,b |
| 276 | TABLE 603.9.2(2) FULL HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS SECTION 605 PARTICLEBOARD SECTION 606 GENERAL MASONRY CONSTRUCTION |
| 277 | TABLE 606.5 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY TABLE 606.9 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS |
| 279 | 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 |
| 280 | FIGURE 606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C |
| 281 | FIGURE 606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1, OR D |
| 282 | TABLE 606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES |
| 283 | TABLE 606.12.4.1 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 TABLE 606.12.4.2 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 TABLE 606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDING ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1 |
| 284 | TABLE 606.15.1 MINIMUM CORROSION PROTECTION SECTION 607 UNIT MASONRY |
| 285 | TABLE 607.1 MORTAR PROPORTIONSa, b SECTION 608 MULTIPLE WYTHE MASONRY |
| 286 | SECTION 609 GROUTED MASONRY TABLE 609.1.1 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION |
| 287 | TABLE 609.1.2 GROUT SPACE DIMENSIONS AND POUR HEIGHTS |
| 288 | SECTION 610 GLASS UNIT MASONRY FIGURE 610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE |
| 289 | SECTION 611 EXTERIOR CONCRETE WALL CONSTRUCTION |
| 290 | TABLE 611.3 DIMENSIONAL REQUIREMENTS FOR WALLSa,b |
| 291 | FIGURE 611.3(1) FLAT WALL SYSTEM FIGURE 611.3(2) WAFFLE-GRID WALL SYSTEM FIGURE 611.3(3) SCREEN-GRID WALL SYSTEM |
| 292 | TABLE 611.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS |
| 293 | FIGURE 611.5.4(1) LAP SPLICES |
| 294 | FIGURE 611.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION FIGURE 611.5.4(3) STANDARD HOOKS |
| 295 | TABLE 611.5.4(2) MAXIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEELa, b, c |
| 296 | FIGURE 611.6(1) ABOVE-GRADE CONCRETE WALL CONSTRUCTION ONE FIGURE 611.6(2) ABOVE-GRADE CONCRETE WALL CONSTRUCTION CONCRETE FIRST-STORY AND LIGHT-FRAMED SECOND-STORY |
| 297 | FIGURE 611.6(3) ABOVE-GRADE CONCRETE WALL CONSTRUCTION TWO-STORY FIGURE 611.6(4) ABOVE-GRADE CONCRETE WALL SUPPORTED ON MONOLITHIC SLAB-ON GROUND FOOTING |
| 298 | TABLE 611.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLSa, b, c, d, e |
| 299 | TABLE 611.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLSa, b, c, d, e |
| 300 | TABLE 611.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLSa, b, c, d, e |
| 301 | TABLE 611.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLSa, b, c, d, e, k, l |
| 302 | EQUATION 611-1 EQUATION 611-2 |
| 303 | TABLE 611.7(1A) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO-STORYa,c,d,e,f,g |
| 304 | TABLE 611.7(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-STORYa,c,d,e,f,g |
| 305 | TABLE 611.7(1B) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO-STORYa,c,d,e,f,g |
| 306 | TABLE 611.7(1B)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO-STORYa,c,d,e,f,g |
| 307 | TABLE 611.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa,c,d,e,f,g |
| 308 | TABLE 611.7(1C)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO-STORYa,c,d,e,f |
| 309 | FIGURE 611.7(1) MINIMUM SOLID WALL LENGTH |
| 310 | FIGURE 611.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL |
| 311 | TABLE 611.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEETa FIGURE 611.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS |
| 312 | TABLE 611.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEETa, |
| 313 | TABLE 611.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLSa,c |
| 315 | FIGURE 611.8(1) REINFORCEMENT OF OPENINGS |
| 316 | FIGURE 611.8(2) LINTEL FOR FLAT WALLS FIGURE 611.8(3) LINTELS FOR WAFFLE-GRID WALLS |
| 317 | FIGURE 611.8(4) LINTELS FOR SCREEN-GRID WALLS |
| 319 | TABLE 611.8(1) LINTEL DESIGN LOADING CONDITIONSa, b, d |
| 320 | TABLE 611.8(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 |
| 321 | TABLE 611.8(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 |
| 322 | TABLE 611.8(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 |
| 323 | TABLE 611.8(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 |
| 324 | TABLE 611.8(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 |
| 325 | TABLE 611.8(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 |
| 326 | TABLE 611.8(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 |
| 327 | TABLE 611.8(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 |
| 328 | TABLE 611.8(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 |
| 329 | TABLE 611.8(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 |
| 330 | TABLE 611.8(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 |
| 331 | TABLE 611.8(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 |
| 332 | TABLE 611.8(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 |
| 333 | TABLE 611.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g, h ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET |
| 334 | TABLE 611.8(9)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g, h ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET TABLE 611.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSc, d, e, f, g |
| 336 | FIGURE 611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 337 | TABLE 611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c |
| 338 | FIGURE 611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL FRAMING PARALLEL |
| 339 | TABLE 611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b |
| 340 | FIGURE 611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR |
| 341 | TABLE 611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e |
| 342 | FIGURE 611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PARALLEL |
| 343 | TABLE 611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e |
| 344 | FIGURE 611.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 345 | TABLE 611.9(5) COLD-FORMED STEEL FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d |
| 346 | FIGURE 611.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL |
| 347 | TABLE 611.9(6) COLD-FORMED STEEL FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b, c, d |
| 348 | FIGURE 611.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR |
| 349 | TABLE 611.9(7) COLD-FORMED STEEL FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e |
| 350 | FIGURE 611.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 351 | TABLE 611.9(8) COLD-FORMED STEEL FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e |
| 352 | FIGURE 611.9(9) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 353 | TABLE 611.9(9) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e |
| 354 | FIGURE 611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL FRAMING PARALLEL |
| 355 | TABLE 611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e |
| 356 | FIGURE 611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 357 | TABLE 611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e |
| 358 | FIGURE 611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 359 | TABLE 611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e |
| 360 | SECTION 612 EXTERIOR WINDOWS AND DOORS FIGURE 612.8(1) THROUGH THE FRAME |
| 361 | FIGURE 612.8(2) FRAME CLIP FIGURE 612.8(3) THROUGH THE FRAME FIGURE 612.8(4) FRAME CLIP FIGURE 612.8(5) THROUGH THE FLANGE |
| 362 | FIGURE 612.8(6) THROUGH THE FLANGE FIGURE 612.8(7) FRAME CLIP FIGURE 612.8(8) THROUGH THE FLANGE |
| 363 | SECTION 613 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION TABLE 613.3.1 MINIMUM PROPERTIES FOR POLYURETHANE INSULATION USED AS SIPS CORE TABLE 613.3.2 MINIMUM PROPERTIESa FOR WOOD STRUCTURAL PANEL FACING MATERIAL USED IN SIP WALLS |
| 364 | FIGURE 613.4 SIP WALL PANEL |
| 365 | TABLE 613.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP LIGHT-FRAME ROOF ONLY (inches) |
| 366 | TABLE 613.5(2) MINIMUM THICKNESS FOR SIP WALLS SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF (inches) |
| 367 | FIGURE 613.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS FIGURE 613.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS |
| 368 | FIGURE 613.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION FIGURE 613.5(4) SIP WALL TO WALL PLATFORM FRAME CONNECTION |
| 369 | FIGURE 613.5(5) SIP WALL TO WALL BALLOON FRAME CONNECTION FIGURE 613.5.1 SIP WALL FRAMING CONFIGURATION |
| 370 | FIGURE 613.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT FIGURE 613.8 TYPICAL SIP CONNECTION DETAILS FOR VERTICAL IN-PLANE JOINTS |
| 371 | FIGURE 613.9 SIP CORNER FRAMING DETAIL TABLE 613.10 MAXIMUM SPANS FOR 117/8 INCH DEEP SIP HEADERS (feet) |
| 373 | CHAPTER 7 WALL COVERING SECTION 701 GENERAL SECTION 702 INTERIOR COVERING TABLE 702.1(1) THICKNESS OF PLASTER TABLE 702.1(2) GYPSUM PLASTER PROPORTIONSa |
| 374 | TABLE 702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME TABLE 702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD |
| 376 | TABLE 702.3.7 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES SECTION 703 EXTERIOR COVERING |
| 378 | TABLE 703.4 WEATHER–RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS |
| 379 | TABLE 703.4—continued WEATHER–RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS TABLE 703.5.2 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa, b, c (Dimensions are in inches) |
| 381 | TABLE 703.7(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C TABLE 703.7(2) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE-, TWO- AND THREE-FAMILY DETACHED DWELLINGS, WOOD FRAMING, SEISMIC DESIGN CATEGORIES D0, D1 AND D2 |
| 382 | FIGURE 703.7 MASONRY VENEER WALL DETAILS |
| 383 | FIGURE 703.7—continued MASONRY VENEER WALL DETAILS |
| 384 | FIGURE 703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES |
| 385 | FIGURE 703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS TABLE 703.7.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa, b, c, d TABLE 703.7.3.2 HEIGHT OF MASONRY VENEER ABOVE OPENING |
| 386 | FIGURE 703.7.3.2 MASONRY VENEER OPENING |
| 389 | CHAPTER 8 ROOF-CEILING CONSTRUCTION SECTION 801 GENERAL SECTION 802 WOOD ROOF FRAMING |
| 391 | TABLE 802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 392 | TABLE 802.4(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 393 | TABLE 802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240) |
| 394 | TABLE 802.4(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240) |
| 395 | TABLE 802.5.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L/Δ = 180) |
| 396 | TABLE 802.5.1(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L/Δ = 180) |
| 397 | TABLE 802.5.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L/Δ = 240) |
| 398 | TABLE 802.5.1(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L/Δ = 240) |
| 399 | TABLE 802.5.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L/Δ = 180) |
| 400 | TABLE 802.5.1(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L/Δ = 180) |
| 401 | TABLE 802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L/Δ = 180) |
| 402 | TABLE 802.5.1(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L/Δ = 180) |
| 403 | TABLE 802.5.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L/Δ = 240) |
| 404 | TABLE 802.5.1(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L/Δ = 240) |
| 405 | TABLE 802.5.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L/Δ = 240) |
| 406 | TABLE 802.5.1(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L/Δ = 240) |
| 407 | TABLE 802.5.1(7) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L/Δ = 180) |
| 408 | TABLE 802.5.1(7)—continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L/Δ = 180) |
| 409 | TABLE 802.5.1(8) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L/Δ = 240) |
| 410 | TABLE 802.5.1(8)—continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOADa (Ceiling attached to rafters, L/Δ = 240) |
| 411 | TABLE 802.5.1(9) RAFTER/CEILING JOIST HEEL JOINT CONNECTIONSa, b, c, d, e, f, h |
| 412 | FIGURE 802.5.1 BRACED RAFTER CONSTRUCTION |
| 414 | TABLE 802.11 REQUIRED STRENGTH OF TRUSS OR RAFTER CONNECTIONS TO RESIST WIND UPLIFT FORCESa, b, c, e, f (Pounds per connection) SECTION 803 ROOF SHEATHING TABLE 803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING |
| 415 | SECTION 804 STEEL ROOF FRAMING TABLE 804.2.4 SCREW SUBSTITUTION FACTOR |
| 416 | FIGURE 804.1.2 IN-LINE FRAMING TABLE 804.2(1) LOAD-BEARING COLD-FORMED STEEL MEMBER SIZES TABLE 804.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS |
| 417 | FIGURE 804.2(1) C-SHAPED SECTION FIGURE 804.2(2) TRACK SECTION |
| 418 | FIGURE 804.2.5.1 WEB HOLES FIGURE 804.2.5.3 WEB HOLE PATCH |
| 419 | FIGURE 804.3 STEEL ROOF CONSTRUCTION TABLE 804.3 ROOF FRAMING FASTENING SCHEDULEa, b |
| 420 | TABLE 804.3.1.1(1) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b, c 33 ksi STEEL |
| 421 | TABLE 804.3.1.1(2) CEILING JOIST SPANSTWO EQUAL SPANS WITH BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b, c 33 ksi STEEL |
| 422 | TABLE 804.3.1.1(3) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c 33 ksi STEEL |
| 423 | TABLE 804.3.1.1(4) CEILING JOIST SPANS TWO EQUAL SPANS WITH BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c 33 ksi STEEL |
| 424 | TABLE 804.3.1.1(5) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b 33 ksi STEEL |
| 425 | TABLE 804.3.1.1(6) CEILING JOIST SPANSTWO EQUAL SPANS WITHOUT BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b 33 ksi STEEL |
| 426 | TABLE 804.3.1.1(7) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b 33 ksi STEEL |
| 427 | TABLE 804.3.1.1(8) CEILING JOIST SPANSTWO EQUAL SPANS WITHOUT BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b 33 ksi STEEL |
| 428 | FIGURE 804.3.1.1(1) JOIST TO RAFTER CONNECTION TABLE 804.3.1.1(9) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTIONa |
| 429 | FIGURE 804.3.1.1(2) BEARING STIFFENER |
| 430 | FIGURE 804.3.1.4(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPE, TRACK OR COLD-ROLLED CHANNEL |
| 431 | FIGURE 804.3.1.4(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING FIGURE 804.3.1.5 SPLICED CEILING JOISTS |
| 432 | TABLE 804.3.2.1(1) ROOF RAFTER SPANSa, b, c 33 ksi STEEL |
| 433 | TABLE 804.3.2.1(2) ROOF RAFTER SPANSa, b, c 50 ksi STEEL |
| 434 | TABLE 804.3.2.1(3) BASIC WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION FIGURE 804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS FIGURE 804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS |
| 435 | TABLE 804.3.2.4 SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR HIP RAFTER TO HIP MEMBER OR ROOF RAFTER TO RIDGE MEMBER CONNECTIONa FIGURE 804.3.2.4 HIP MEMBER OR RIDGE MEMBER CONNECTION |
| 436 | TABLE 804.3.3.2 HIP MEMBER SIZES, 33 ksi STEEL TABLE 804.3.3.3 HIP SUPPORT COLUMN SIZES |
| 437 | TABLE 804.3.3.4(1) UPLIFT STRAP CONNECTION REQUIREMENTS HIP SUPPORT COLUMN AT CEILING LINE FIGURE 804.3.3.4(1) JACK RAFTER CONNECTION AT EAVE |
| 438 | TABLE 804.3.3.4(2) CONNECTION REQUIREMENTSHIP MEMBER TO HIP SUPPORT COLUMN FIGURE 804.3.3.4(2) HIP SUPPORT COLUMN |
| 439 | TABLE 804.3.3.4(3) UPLIFT STRAP CONNECTION REQUIREMENTS HIP MEMBER TO WALL FIGURE 804.3.3.4(3) HIP CONNECTIONS AT RIDGE |
| 440 | FIGURE 804.3.3.4(4) HIP CONNECTIONS AT RIDGE AND BOX COLUMN |
| 441 | FIGURE 804.3.3.4(5) HIP MEMBER CONNECTION AT WALL CORNER |
| 442 | FIGURE 804.3.6(1) ROOF OR CEILING OPENING FIGURE 804.3.6(2) HEADER TO TRIMMER CONNECTION |
| 443 | TABLE 804.3.8(1) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FT a, b, c, d, e, f FIGURE 804.3.8(1) CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL |
| 444 | TABLE 804.3.8(2) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED CEILING HEIGHT = 9 OR 10 FTa, b, c, d, e, f FIGURE 804.3.8(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL |
| 445 | TABLE 804.3.8(3) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS WOOD STRUCTURAL PANEL SHEATHED CEILING HEIGHT = 8, 9 OR 10 FTa, b, c, d |
| 446 | FIGURE 804.3.8(3) ROOF BLOCKING DETAIL SECTION 805 CEILING FINISHES SECTION 806 ROOF VENTILATION |
| 447 | TABLE 806.4 INSULATION FOR CONDENSATION CONTROL SECTION 807 ATTIC ACCESS |
| 449 | CHAPTER 9 ROOF ASSEMBLIES SECTION 901 GENERAL SECTION 902 ROOF CLASSIFICATION SECTION 903 WEATHER PROTECTION SECTION 904 MATERIALS |
| 450 | FIGURE 903.5 HAIL EXPOSURE MAP |
| 451 | SECTION 905 REQUIREMENTS FOR ROOF COVERINGS TABLE 905.2.4.1(1) CLASSIFICATION OF ASPHALT ROOF SHINGLES PER ASTM D 7158 TABLE 905.2.4.1(2) CLASSIFICATION OF ASPHALT SHINGLES PER ASTM D 3161 |
| 452 | TABLE 905.2.8.2 VALLEY LINING MATERIAL |
| 453 | TABLE 905.3.7 CLAY AND CONCRETE TILE ATTACHMENT |
| 454 | TABLE 905.6.5 SLATE SHINGLE HEADLAP |
| 455 | TABLE 905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS TABLE 905.7.5 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE |
| 456 | TABLE 905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE TABLE 905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS |
| 457 | TABLE 905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS TABLE 905.10.3(2) MINIMUM CORROSION RESISTANCE |
| 458 | TABLE 905.10.3(1) METAL ROOF COVERINGS STANDARDS TABLE 905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS |
| 459 | SECTION 906 ROOF INSULATION TABLE 906.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION 907 REROOFING |
| 461 | CHAPTER 10 CHIMNEYS AND FIREPLACES SECTION 1001 MASONRY FIREPLACES |
| 462 | TABLE 1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS |
| 463 | FIGURE 1001.1 FIREPLACE AND CHIMNEY DETAILS |
| 464 | FIGURE 1001.11 CLEARANCE FROM COMBUSTIBLES |
| 465 | SECTION 1002 MASONRY HEATERS SECTION 1003 MASONRY CHIMNEYS |
| 467 | TABLE 1003.14(1) NET CROSS–SECTIONAL AREA OF ROUND FLUE SIZESa TABLE 1003.14(2) NET CROSS–SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES |
| 468 | FIGURE 1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS |
| 469 | FIGURE 1003.18 CLEARANCE FROM COMBUSTIBLES TABLE 1003.20 CRICKET DIMENSIONS FIGURE 1003.20 CHIMNEY CRICKET |
| 470 | SECTION 1004 FACTORY-BUILT FIREPLACES SECTION 1005 FACTORY-BUILT CHIMNEYS SECTION 1006 EXTERIOR AIR SUPPLY |
| 471 | PART IV – ENERGY CONSERVATION CHAPTER 11 ENERGY EFFICIENCY SECTION 1101 GENERAL FIGURE 1101.2 CLIMATE ZONES TABLE 1101.2 CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY COUNTY AND TERRITORY |
| 472 | TABLE 1101.5(1) DEFAULT GLAZED FENESTRATION U-FACTORS TABLE 1101.5(2) DEFAULT DOOR U-FACTORS TABLE 1101.5(3) DEFAULT GLAZED FENESTRATION SHGC SECTION 1102 BUILDING THERMAL ENVELOPE |
| 473 | TABLE 1102.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa TABLE 1102.1.2 EQUIVALENT U-FACTORSa |
| 474 | TABLE 1102.2.5 STEEL-FRAME CEILING, WALL AND FLOOR INSULATION (R-VALUE) |
| 476 | TABLE 1102.4.2 AIR BARRIER AND INSULATION INSPECTION SECTION 1103 SYSTEMS |
| 477 | SECTION 1104 LIGHTING SYSTEMS SECTION 1105 OHIO HOME BUILDERS ASSOCIATION (OHBA) ALTERNATIVE ENERGY CODE OPTION |
| 478 | TABLE 1105.1.5(1) DEFAULT GLAZED FENESTRATION U-FACTORS TABLE 1105.1.5(2) DEFAULT DOOR U-FACTORS TABLE 1105.1.5 (3) DEFAULT GLAZED FENESTRATION SHGC |
| 479 | TABLE 1105.2.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT a TABLE 1105.2.1.2 EQUIVALENT U-FACTORS |
| 480 | TABLE 1105.2.2.5 STEEL-FRAME CEILING, WALL AND FLOOR INSULATION (R-VALUE |
| 482 | TABLE 1105.3.2.2(a) POST-CONSTRUCTION DUCT TIGHTNESS TESTING TABLE 1105.3.2.2(b) ROUGH-IN DUCT TIGHTNESS TESTING |
| 485 | PART V – MECHANICAL CHAPTER 12 MECHANICAL ADMINISTRATION SECTION 1201 GENERAL SECTION 1202 EXISTING MECHANICAL SYSTEMS |
| 487 | CHAPTER 13 GENERAL MECHANICAL SYSTEM REQUIREMENTS SECTION 1301 GENERAL SECTION 1302 APPROVAL SECTION 1303 LABELING OF APPLIANCES SECTION 1304 TYPE OF FUEL SECTION 1305 APPLIANCE ACCESS |
| 488 | SECTION 1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION SECTION 1307 APPLIANCE INSTALLATION |
| 489 | TABLE 1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTIONa, c, d, e, f, g, h, I, j, k, l |
| 490 | FIGURE 1306.1 REDUCED CLEARANCE DIAGRAM FIGURE 1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM |
| 491 | SECTION 1308 MECHANICAL SYSTEMS INSTALLATION |
| 493 | CHAPTER 14 HEATING AND COOLING EQUIPMENT SECTION 1401 GENERAL SECTION 1402 CENTRAL FURNACES SECTION 1403 HEAT PUMP EQUIPMENT SECTION 1404 REFRIGERATION COOLING EQUIPMENT SECTION 1405 BASEBOARD CONVECTORS SECTION 1406 RADIANT HEATING SYSTEMS |
| 494 | SECTION 1407 DUCT HEATERS SECTION 1408 VENTED FLOOR FURNACES SECTION 1409 VENTED WALL FURNACES |
| 495 | SECTION 1410 VENTED ROOM HEATERS SECTION 1411 HEATING AND COOLING EQUIPMENT |
| 496 | SECTION 1412 ABSORPTION COOLING EQUIPMENT SECTION 1413 EVAPORATIVE COOLING EQUIPMENT SECTION 1414 FIREPLACE STOVES SECTION 1415 MASONRY HEATERS |
| 497 | CHAPTER 15 EXHAUST SYSTEMS SECTION 1501 GENERAL SECTION 1502 CLOTHES DRYER EXHAUST TABLE 1502.4.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH |
| 498 | SECTION 1503 RANGE HOODS SECTION 1504 INSTALLATION OF MICROWAVE OVENS SECTION 1505 OVERHEAD EXHAUST HOODS SECTION 1506 EXHAUST DUCTS SECTION 1507 MECHANICAL VENTILATION TABLE 1507.3 MINIMUM REQUIRED EXHAUST RATES FOR ONE-, TWO- AND THREE-FAMILY DWELLINGS |
| 499 | CHAPTER 16 DUCT SYSTEMS SECTION 1601 DUCT CONSTRUCTION TABLE 1601.1.1(1) CLASSIFICATION OF FACTORY-MADE AIR DUCTS TABLE 1601.1.1(2) GAGES OF METAL DUCTS AND PLENUMS USED FOR HEATING OR COOLING |
| 501 | SECTION 1602 RETURN AIR |
| 503 | CHAPTER 17 COMBUSTION AIR SECTION 1701 GENERAL |
| 505 | CHAPTER 18 CHIMNEYS AND VENTS SECTION 1801 GENERAL SECTION 1802 VENT COMPONENTS |
| 506 | 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 |
| 507 | SECTION 1804 VENTS TABLE 1804.1 VENT SELECTION CHART SECTION 1805 MASONRY AND FACTORY-BUILT CHIMNEYS |
| 509 | CHAPTER 19 SPECIAL FUEL-BURNING EQUIPMENT SECTION 1901 RANGES AND OVENS SECTION 1902 SAUNA HEATERS SECTION 1903 STATIONARY FUEL CELL POWER PLANTS SECTION 1904 GASEOUS HYDROGEN SYSTEMS |
| 511 | 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 SECTION 2005 WATER HEATERS |
| 512 | TABLE 2003.2 EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS SECTION 2006 POOL HEATERS |
| 513 | CHAPTER 21 HYDRONIC PIPING SECTION 2101 HYDRONIC PIPING SYSTEMS INSTALLATION SECTION 2102 BASEBOARD CONVECTORS SECTION 2103 FLOOR HEATING SYSTEMS |
| 514 | TABLE 2101.1 HYDRONIC PIPING MATERIALS |
| 515 | TABLE 2101.9 HANGER SPACING INTERVALS SECTION 2104 LOW TEMPERATURE PIPING |
| 516 | SECTION 2105 GROUND SOURCE HEAT PUMP SYSTEM LOOP PIPING |
| 517 | CHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS SECTION 2201 OIL TANKS SECTION 2202 OIL PIPING, FITTING AND CONNECTIONS SECTION 2203 INSTALLATION |
| 518 | SECTION 2204 OIL PUMPS AND VALVES |
| 519 | CHAPTER 23 SOLAR SYSTEMS SECTION 2301 SOLAR ENERGY SYSTEMS |
| 521 | PART VI – FUEL GAS CHAPTER 24 FUEL GAS SECTION 2401 GENERAL SECTION 2402 GENERAL SECTION 2403 GENERAL DEFINITIONS |
| 527 | SECTION 2404 GENERAL SECTION 2405 STRUCTURAL SAFETY SECTION 2406 APPLIANCE LOCATION |
| 528 | SECTION 2407 COMBUSTION, VENTILATION AND DILUTION AIR EQUATION 24-1 EQUATION 24-2 |
| 529 | FIGURE 2407.5.3 ALL AIR FROM INSIDE THE BUILDING FIGURE 2407.6.2 SINGLE COMBUSTION AIR OPENING,ALL AIR FROM OUTDOORS |
| 530 | FIGURE 2407.6.1(1) ALL AIR FROM OUTDOOR-INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC FIGURE 2407.6.1(2) ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC |
| 531 | FIGURE 2407.6.1(3) ALL AIR FROM OUTDOORS |
| 532 | SECTION 2408 INSTALLATION SECTION 2409 CLEARANCE REDUCTION |
| 533 | FIGURE 2409.2(1) EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS FIGURE 2409.2(2) WALL PROTECTOR CLEARANCE REDUCTION SYSTEM |
| 534 | FIGURE 2409.2(3) MASONRY CLEARANCE REDUCTION SYSTEM |
| 535 | TABLE 2409.2 (308.2)a through k REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION |
| 536 | SECTION 2410 ELECTRICAL SECTION 2411 ELECTRICAL BONDING SECTION 2412 GENERAL SECTION 2413 PIPE SIZING |
| 537 | TABLE 2413.2 APPROXIMATE GAS INPUT FOR TYPICAL APPLIANCES EQUATION 24-3 TABLE 2413.4 Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS EQUATION 24-4 |
| 538 | TABLE 2413.4(1) SCHEDULE 40 METALLIC PIPE |
| 539 | TABLE 2413.4(2) SCHEDULE 40 METALLIC PIPE |
| 540 | TABLE 2413.4(3) SEMIRIGID COPPER TUBING |
| 541 | TABLE 2413.4(4) SEMIRIGID COPPER TUBING |
| 542 | TABLE 2413.4(5) CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 543 | TABLE 2413.4(6) CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 544 | TABLE 2413.4(7) POLYETHYLENE PLASTIC PIPE |
| 545 | TABLE 2413.4(8) POLYETHYLENE PLASTIC PIPE |
| 546 | TABLE 2413.4(9) SCHEDULE 40 METALLIC PIPE |
| 547 | TABLE 2413.4(10) SCHEDULE 40 METALLIC PIPE |
| 548 | TABLE 2413.4(11) SCHEDULE 40 METALLIC PIPE |
| 549 | TABLE 2413.4(12) SCHEDULE 40 METALLIC PIPE |
| 550 | TABLE 2413.4(13) SEMIRIGID COPPER TUBING |
| 551 | TABLE 2413.4(14) SEMIRIGID COPPER TUBING |
| 552 | TABLE 2413.4(15) SEMIRIGID COPPER TUBING |
| 553 | TABLE 2413.4(16) CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 554 | TABLE 2413.4(17) CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 555 | TABLE 2413.4(18) CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 556 | TABLE 2413.4(19) POLYETHYLENE PLASTIC PIPE |
| 557 | TABLE 2413.4(20) POLYETHYLENE PLASTIC PIPE |
| 558 | TABLE 2413.4(21) POLYETHYLENE PLASTIC TUBING SECTION 2414 PIPING MATERIALS |
| 559 | TABLE 2414.9.2 SPECIFICATIONS FOR THREADING METALLIC PIPE |
| 560 | SECTION 2415 PIPING SYSTEM INSTALLATION |
| 562 | SECTION 2416 PIPING BENDS AND CHANGES IN DIRECTION 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 SECTION 2420 GAS SHUTOFF VALVES |
| 565 | TABLE 2420.1.1 MANUAL GAS VALVE STANDARDS SECTION 2421 FLOW CONTROLS |
| 566 | SECTION 2422 APPLIANCE CONNECTIONS SECTION 2423 CNG GAS-DISPENSING SYSTEMS SECTION 2424 PIPING SUPPORT INTERVALS TABLE 2424.1 SUPPORT OF PIPING |
| 567 | SECTION 2425 GENERAL |
| 568 | SECTION 2426 VENTS SECTION 2427 VENTING OF APPLIANCES |
| 569 | TABLE 2427.4 TYPE OF VENTING SYSTEM TO BE USED |
| 570 | FIGURE 2427.5.3 (503.5.4) TYPICAL TERMINATION LOCATIONS FOR CHIMNEYS AND SINGLE-WALL METAL PIPES SERVING RESIDENTIAL-TYPE AND LOW-HEAT APPLIANCES |
| 573 | FIGURE 2427.6.3 GAS VENT TERMINATION LOCATIONS FOR LISTED CAPS 12 INCHES OR LESS IN SIZE AT LEAST 8 FEET FROM A VERTICAL WALL |
| 575 | 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 IAPPLIANCE VENTING SYSTEMS |
| 579 | TABLE 2428.2(1) TYPE B DOUBLE-WALL GAS VENT |
| 580 | TABLE 2428.2(1)—continued TYPE B DOUBLE-WALL GAS VENT |
| 581 | TABLE 2428.2(2) TYPE B DOUBLE-WALL GAS VENT |
| 582 | TABLE 2428.2(2)—continued TYPE B DOUBLE-WALL GAS VENT |
| 584 | TABLE 2428.3(1) TYPE B DOUBLE-WALL VENT |
| 585 | TABLE 2428.3(2) TYPE B DOUBLE-WALL VENT |
| 586 | TABLE 2428.3(3) MASONRY CHIMNEY |
| 587 | TABLE 2428.3(4) MASONRY CHIMNEY |
| 588 | TABLE 2428.3.2 MAXIMUM VENT CONNECTOR LENGTH |
| 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 |
| 591 | SECTION 2437 FLOOR FURNACES SECTION 2438 CLOTHES DRYERS SECTION 2439 CLOTHES DRYER EXHAUST |
| 592 | SECTION 2440 SAUNA HEATERS TABLE 2439.5.5.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH |
| 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 |
| 595 | SECTION 2447 COOKING APPLIANCES SECTION 2448 WATER HEATERS SECTION 2449 AIR CONDITIONING APPLIANCES SECTION 2450 ILLUMINATING APPLIANCES SECTION 2451 INFRARED RADIANT HEATERS |
| 596 | SECTION 2452 BOILERS 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 |
| 597 | PART VII – PLUMBING CHAPTER 25 PLUMBING SYSTEMS |
| 599 | CHAPTERS 26 – 28 NOT USED. REFER TO CHAPTER 25 |
| 601 | 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 TABLE 2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED |
| 602 | FIGURE 2903.10 TYPICAL FROSTPROOF HOSE BIB INSTALATION NOT REQUIRING SEPARATE VALUE |
| 603 | EQUATION 29-1 |
| 604 | SECTION 2905 MATERIALS, JOINTS AND CONNECTIONS SECTION 2906 CHANGES IN DIRECTION SECTION 2907 SUPPORT SECTION 2908 DRINKING WATER TREATMENT UNITS |
| 605 | TABLE 2904.6.2(1) WATER SERVICE PRESSURE LOSS (PLsvc)a,b |
| 606 | TABLE 2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS (PLm)a TABLE 2904.6.2(3) ELEVATION LOSS (PLe) |
| 607 | TABLE 2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3/4-INCH TYPE M COPPER WATER TUBI |
| 608 | TABLE 2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING |
| 609 | TABLE 2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3/4-INCH CPVC PIPE |
| 610 | TABLE 2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE |
| 611 | TABLE 2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3/4-INCH PEX TUBING |
| 612 | TABLE 2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX TUBING |
| 613 | CHAPTERS 30 – 33 NOT USED. REFER TO CHAPTER 25 |
| 615 | CHAPTER 34 GENERAL REQUIREMENTS SECTION 3401 ELECTRICAL |
| 617 | CHAPTER 35 – 43 NOT USED. REFER TO CHAPTER 34 |
| 619 | PART IX – REFERENCED STANDARDS CHAPTER 44 REFERENCED STANDARDS AAMA ACI ACCA |
| 620 | AFPA AISI AITC ANSI |
| 621 | APA ASCE/SEI ASHRAE |
| 622 | ASME ASTM |
| 626 | AWPA |
| 627 | CGSB CPA CPSC CSA CSSB |
| 628 | DASMA DOC DOTn FEMA FM GA |
| 629 | HPVA ICC ISO MSS NAIMA NCMA |
| 630 | NFPA NFRC PCA SMACNA TMS |
| 631 | TPI UL |
| 632 | ULC US-FTC WDMA |
| 633 | INDEX |
| 643 | SERVICES OF THE ICC |
| 644 | GET IMMEDIATE DOWNLOADS OF THE STANDARDS YOU NEED HELPFUL LINKS |
Related products
-
OH SummitCounty 1:2013 Edition
Summit County, 2013 Residential Code of Ohio – Significant Updates Published By Publication Date Number…
-
OH UpdatePackage 2014
Ohio Update Package, 2014 Published By Publication Date Number of Pages OH 2014 205
-
OH UpdatePackage 2016
Ohio Update Package, 2016 Published By Publication Date Number of Pages OH 2016 234
-
OH State 20 N/A
2013 Residential Code of Ohio Errata and Replacement Pages Published By Publication Date Number of…
-
OH State ResidentialCode 2013
Ohio Residential Code with January 2018 Updates Published By Publication Date Number of Pages OH…
