MN MinnesotaResidentialCode 2015
$50.92
Minnesota Residential Code
| Published By | Publication Date | Number of Pages |
| MN | 2015 | 595 |
This is a soft cover fully integrated custom Minnesota code based on the 2012 International Residential Code® (excluding Chapters 11 thru 43). This code also includes Minnesota chapters 1300 Administration, 1303 Special Provisions and Radon, and 1322 Energy Effective dates: Minnesota Residential Code – January 24, 2015 Chapter 1303 Special Provisions and Radon, Chapter 1322 Energy – February 14, 2015
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2015 MINNESOTA RESIDENTIAL CODE |
| 2 | 2015 MINNESOTA RESIDENTIAL CODE TITLE PAGE |
| 3 | COPYRIGHT |
| 4 | MINNESOTA DEPARTMENT OF LABOR & INDUSTRY |
| 5 | IMPORTANT DISCLAIMER |
| 6 | PREFACE |
| 10 | EFFECTIVE USE OF THE INTERNATIONAL RESIDENTIAL CODE |
| 20 | TABLE OF CONTENTS |
| 24 | CHAPTER 1 SCOPE AND ADMINISTRATION |
| 26 | 2015 MINNESOTA BUILDING CODE ADMINISTRATION 1300.0010 ADMINISTRATION 1300.0020 TITLE 1300.0030 PURPOSE AND APPLICATION 1300.0040 SCOPE |
| 27 | 1300.0050 CHAPTERS OF MINNESOTA STATE BUILDING CODE 1300.0060 OPTIONAL ADMINISTRATION 1300.0070 DEFINITIONS |
| 28 | 1300.0080 CODE ADOPTION AND AMENDMENTS 1300.0090 DEPARTMENT OF BUILDING SAFETY 1300.0110 DUTIES AND POWERS OF BUILDING OFFICIAL |
| 30 | 1300.0120 PERMITS |
| 32 | 1300.0130 CONSTRUCTION DOCUMENTS |
| 33 | 1300.0140 VIOLATIONS 1300.0150 VIOLATIONS, PENALTY 1300.0160 FEES |
| 34 | 1300.0170 STOP WORK ORDER 1300.0180 UNSAFE BUILDINGS OR STRUCTURES |
| 35 | 1300.0190 TEMPORARY STRUCTURES AND USES 1300.0210 INSPECTIONS |
| 36 | 1300.0215 PLUMBING 1300.0220 CERTIFICATE OF OCCUPANCY |
| 37 | 1300.0225 MAINTENANCE 1300.0230 BOARD OF APPEALS |
| 38 | 1300.0240 DISCLAIMER CLAUSE 1300.0250 SEVERABILITY |
| 40 | 2015 MINNESOTA PROVISIONS TO THE MINNESOTA STATE BUILDING CODE (INCLUDING RADON) 1303.1000 TITLE 1303.1100 PURPOSE 1303.1200 RESTROOM FACILITIES IN PUBLIC ACCOMMODATIONS 1303.1300 SPACE FOR COMMUTER VANS 1303.1400 AUTOMATIC GARAGE DOOR OPENING SYSTEMS 1303.1500 RECYCLING SPACE TABLE 1-A MINIMUM RECYCLING SPACE REQUIREMENTS |
| 41 | TABLE 1-A MINIMUM RECYCLING SPACE REQUIREMENTS—continued 1303.1600 FOOTING DEPTH FOR FROST PROTECTION 1303.1700 GROUND SNOW LOAD 1303.1800 (REPEALED) 1303.1900 (REPEALED) 1303.2000 EXTERIOR WOOD DECKS, PATIOS, AND BALCONIES |
| 42 | 1303.2100 BLEACHER SAFETY 1303.2200 SIMPLIFIED WIND LOADS TABLE P alt 1303.2300 (REPEALED) 1303.2305 (REPEALED) 1303.2310 (REPEALED) 1303.2320 (REPEALED) 1303.2330 (REPEALED) 1303.2400 PURPOSE AND SCOPE |
| 43 | 1303.2401 DEFINITIONS 1303.2402 REQUIREMENTS FOR PASSIVE RADON CONTROL SYSTEMS |
| 44 | 1303.2403 REQUIREMENTS FOR ACTIVE RADON CONTROL SYSTEMS |
| 46 | 2015 MINNESOTA RESIDENTIAL ENERGY CODE 1322.0010 ADOPTION OF INTERNATIONAL ENERGY CONSERVATION CODE (IECC) BY REFERENCE 1322.0015 ADMINISTRATION AND PURPOSE 1322.0030 REFERENCES TO OTHER INTERNATIONAL CODE COUNCIL (ICC) CODES 1322.0040 ADMINISTRATIVE PROCEDURE CRITERIA 1322.0100 ADMINISTRATION FOR RESIDENTIAL ENERGY |
| 47 | 1322.0103 CONSTRUCTION DOCUMENTS |
| 48 | CHAPTER 2 [RE] DEFINITIONS SECTION R201 GENERAL SECTION R202 GENERAL DEFINITIONS |
| 50 | CHAPTER 3 [RE] GENERAL REQUIREMENTS SECTION R301 CLIMATE ZONES |
| 51 | FIGURE R301.1 CLIMATE ZONES |
| 52 | TABLE R301.1 CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HU |
| 53 | TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 54 | TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 55 | TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 56 | TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 57 | TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 58 | TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 59 | TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMIDDESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 60 | TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 61 | TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMIDDESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 62 | TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 63 | TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 64 | TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY TABLE R301.3(1) INTERNATIONAL CLIMATE ZONE DEFINITIONS TABLE R301.3(2) INTERNATIONAL CLIMATE ZONE DEFINITIONS |
| 65 | SECTION R302 DESIGN CONDITIONS SECTION R303 MATERIALS, SYSTEMS AND EQUIPMENT TABLE R303.1.3(1) DEFAULT GLAZED FENESTRATION U-FACTOR TABLE R303.1.3(2) DEFAULT DOOR U-FACTORS TABLE R303.1.3(3) DEFAULT GLAZED FENESTRATION SHGC AND VT |
| 66 | CHAPTER 4 [RE] RESIDENTIAL ENERGY EFFICIENCY SECTION R401 GENERAL SECTION R402 BUILDING THERMAL ENVELOPE TABLE R402.1.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa |
| 69 | TABLE R402.1.3 EQUIVALENT U-FACTORSa |
| 70 | TABLE R402.2.6 STEEL-FRAME CEILING, WALL AND FLOOR INSULATION (R-VALUE) |
| 71 | SECTION R403 SYSTEMS |
| 72 | TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION |
| 73 | TABLE R403.2.1 MINIMUM REQUIRED DUCT AND PLENUM INSULATION FOR DWELLING UNITS TABLE R403.4.2 MAXIMUM RUN LENGTH (feet)a |
| 74 | TABLE R403.5.1 MECHANICAL VENTILATION SYSTEM FAN EFFICACY TABLE R403.5.2 NUMBER OF BEDROOMS |
| 76 | TABLE R403.5.17 CLIMATIC DATA DESIGN CONDITIONS |
| 77 | SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS (MANDATORY) SECTION R405 SIMULATED PERFORMANCE ALTERNATIVE (PERFORMANCE) |
| 79 | TABLE R405.5.2(1) SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS |
| 80 | TABLE R405.5.2(1)—continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS |
| 81 | TABLE R405.5.2(1)—continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS TABLE R405.5.2(2) DEFAULT DISTRIBUTION SYSTEM EFFICIENCIES FOR PROPOSED DESIGNSa |
| 82 | CHAPTER 5 [RE] REFERENCED STANDARDS AAMA ACCA ASHRAE ASTM CSA |
| 83 | HVI ICC NFRC US-FTC WDMA |
| 84 | MINNESOTA RULES, CHAPTER 1309 1309.0010 ADOPTION OF INTERNATIONAL RESIDENTIAL CODE (IRC) BY REFERENCE 1309.0020 REFERENCES TO OTHER ICC CODES |
| 85 | 1309.0030 ADMINISTRATIVE PROCEDURE CRITERIA 1309.0100 CHAPTER 1, ADMINISTRATION |
| 86 | CHAPTER 2 DEFINITIONS SECTION R201 GENERAL SECTION R202 DEFINITIONS |
| 102 | CHAPTER 3 BUILDING PLANNING SECTION R300 CLASSIFICATION TABLE R300.1 OCCUPANCY CLASSIFICATIONS SECTION R301 DESIGN CRITERIA |
| 103 | TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA |
| 104 | TABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (psf) |
| 105 | TABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2) FIGURE R301.2(1) ISOLINES OF THE 971/2 PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES (°F) |
| 106 | FIGURE R301.2(2) SEISMIC DESIGN CATEGORIES—SITE CLASS D |
| 107 | FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D |
| 108 | FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D |
| 109 | FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D |
| 110 | FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D |
| 111 | FIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETEa |
| 112 | FIGURE R301.2(4)A BASIC WIND SPEEDS |
| 113 | FIGURE R301.2(4)B REGIONS WHERE WIND DESIGN IS REQUIRED |
| 114 | FIGURE R301.2(4)C WIND-BORNE DEBRIS REGIONS |
| 115 | FIGURE R301.2(6) TERMITE INFESTATION PROBABILITY MAP |
| 116 | FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa TABLE R301.2.1.3 EQUIVALENT BASIC WIND SPEEDSa |
| 118 | TABLE R301.2.1.5.1 BASIC WIND MODIFICATION FOR TOPOGRAPHIC WIND EFFECT FIGURE R301.2.1.5.1(1) TOPOGRAPHIC FEATURES FOR WIND SPEED-UP EFFECT FIGURE R301.2.1.5.1(2) ILLUSTRATION OF WHERE ON A TOPOGRAPHIC FEATURE, WIND SPEED INCREASE IS APPLIED |
| 119 | FIGURE R301.2.1.5.1(3) UPWIND OBSTRUCTION TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION |
| 120 | TABLE R301.2.2.2.1 WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOADa |
| 122 | TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) |
| 123 | TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSb, c SECTION R302 FIRE-RESISTANT CONSTRUCTION TABLE R302.1(1) EXTERIOR WALLS |
| 124 | TABLE R302.1(2) EXTERIOR WALLS—DWELLINGS WITH FIRE SPRINK |
| 126 | TABLE R302.6 DWELLING/GARAGE SEPARATION |
| 128 | SECTION R303 LIGHT, VENTILATION AND HEATING |
| 129 | SECTION R304 MINIMUM ROOM AREAS SECTION R305 CEILING HEIGHT |
| 130 | SECTION R306 SANITATION SECTION R307 TOILET, BATH AND SHOWER SPACES SECTION R308 GLAZING |
| 131 | TABLE R308.3.1(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201 TABLE R308.3.1(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 |
| 133 | SECTION R309 GARAGES AND CARPORTS SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS |
| 134 | SECTION R311 MEANS OF EGRESS |
| 137 | SECTION R312 GUARDS AND WINDOW FALL PROTECTION SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS |
| 138 | SECTION R314 SMOKE ALARMS |
| 139 | SECTION R315 CARBON MONOXIDE ALARMS SECTION R316 FOAM PLASTIC |
| 141 | SECTION R317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY |
| 142 | SECTION R318 PROTECTION AGAINST SUBTERRANEAN TERMITES |
| 143 | SECTION R319 SITE ADDRESS SECTION R320 ACCESSIBILITY (DELETED) SECTION R321 ELEVATORS AND PLATFORM LIFTS (DELETED) SECTION R322 FLOOD-RESISTANT CONSTRUCTION (DELETED) SECTION R323 STORM SHELTERS |
| 144 | CHAPTER 4 FOUNDATIONS SECTION R401 GENERAL TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa SECTION R402 MATERIALS |
| 145 | TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SECTION R403 FOOTINGS |
| 146 | FIGURE R403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS |
| 147 | FIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION |
| 148 | FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION |
| 149 | TABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS (inches)a FIGURE R403.1.3.2 DOWELS FOR SLABS-ON-GROUND WITH TURNED-DOWN FOOTINGS |
| 151 | FIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES |
| 153 | FIGURE R403.3(1) INSULATION PLACEMENT FOR FROST PROTECTED FOOTINGS IN HEATED BUILDINGS TABLE R403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGSa |
| 154 | FIGURE R403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD |
| 155 | TABLE R403.3(2) AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY |
| 156 | TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY |
| 157 | TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY |
| 158 | TABLE R403.3(2)—continuedAIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY |
| 159 | TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY |
| 160 | FIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE |
| 161 | FIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE TABLE R403.4 MINIMUM DEPTH OF CRUSHED STONE FOOTINGS (D), (inches) |
| 162 | FIGURE R403.4(1) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL BEARING ON CRUSHED STONE FIGURE R403.4(2) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL ON SPREAD FOOTING SECTION R404 FOUNDATION AND RETAINING WALLS |
| 163 | TABLE R404.1(1) MAXIMUM ANCHOR BOLT AND BLOCKING SPACING FOR SUPPORTED FOUNDATION WALL TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLS |
| 164 | TABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 5 INCHESa, c |
| 165 | TABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 6.75 INCHESa, c |
| 166 | TABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 8.75 INCHESa, c |
| 167 | TABLE R404.1.1(5) CANTILEVERED CONCRETE AND MASONRY FOUNDATION WALLS |
| 168 | TABLE R404.1.1(6) CANTILEVERED CONCRETE AND MASONRY FOUNDATION WALLS |
| 169 | TABLE R404.1.1(7) CANTILEVERED CONCRETE AND MASONRY FOUNDATION WALLS |
| 171 | TABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLSa, b TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS |
| 172 | TABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLS |
| 173 | TABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS |
| 174 | TABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS |
| 175 | TABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS |
| 176 | TABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLS |
| 177 | TABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10-INCH AND 12-INCH NOMINAL FLAT BASEMENT WALLS |
| 178 | TABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEEL |
| 182 | FIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS |
| 184 | TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure) |
| 185 | SECTION R405 FOUNDATION DRAINAGE TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM |
| 186 | SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING SECTION R407 COLUMNS |
| 187 | SECTION R408 UNDER-FLOOR SPACE |
| 188 | CHAPTER 5 FLOORS SECTION R501 GENERAL SECTION R502 WOOD FLOOR FRAMING |
| 189 | FIGURE R502.2 FLOOR CONSTRUCTION |
| 190 | TABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)a |
| 191 | TABLE R502.3.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)a |
| 192 | TABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)b |
| 193 | TABLE R502.3.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)b |
| 194 | TABLE R502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLY TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONY |
| 196 | TABLE R502.5(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) |
| 197 | TABLE R502.5(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) TABLE R502.5(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) |
| 198 | FIGURE R502.8 CUTTING, NOTCHING AND DRILLING |
| 199 | SECTION R503 FLOOR SHEATHING TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa |
| 200 | TABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENTa SECTION R504 PRESSURE PRESERVATIVELY TREATED-WOOD FLOORS (ON GROUND) |
| 201 | SECTION R505 STEEL FLOOR FRAMING TABLE R505.2(1) COLD-FORMED STEEL JOIST SIZES |
| 202 | TABLE R505.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS FIGURE R505.2(1) C-SHAPED SECTION FIGURE R505.1.2 IN-LINE FRAMING |
| 203 | FIGURE R505.2(2) TRACK SECTION TABLE R505.2.4 SCREW SUBSTITUTION FACTOR |
| 204 | FIGURE R505.2.5.1 FLOOR JOIST WEB HOLES FIGURE R505.2.5.3 WEB HOLE PATCH |
| 205 | TABLE R505.3.1(1) FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS FIGURE 505.3.1(1) FLOOR TO EXTERIOR LOAD-BEARING WALL STUD CONNECTION |
| 206 | TABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa FIGURE R505.3.1(2) FLOOR TO WOOD SILL CONNECTION |
| 207 | FIGURE R505.3.1(3) FLOOR TO FOUNDATION CONNECTION FIGURE R505.3.1(4) CANTILEVERED FLOOR TO FOUNDATION CONNECTION |
| 208 | FIGURE R505.3.1(5) CANTILEVERED FLOOR TO WOOD SILL CONNECTION FIGURE R505.3.1(6) CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION |
| 209 | FIGURE R505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL |
| 210 | FIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL FIGURE R505.3.1(9) BEARING STIFFENERS FOR END JOISTS |
| 211 | TABLE R505.3.2(1) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—SINGLE SPANSa, b, c, d 33 ksi STEEL |
| 212 | TABLE R505.3.2(2) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—MULTIPLE SPANSa, b, c, d, e, f 33 ksi STEEL |
| 213 | TABLE R505.3.2(3) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—MULTIPLE SPANSa, b, c, d, e, f 50 ksi STEEL |
| 214 | FIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID) FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP) |
| 215 | FIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS |
| 216 | FIGURE R505.3.4(2) BEARING STIFFENER TABLE R505.3.4(1) CLIP ANGLE BEARING STIFFENERS (20 psf equivalent snow load) |
| 217 | TABLE R505.3.4(2) CLIP ANGLE BEARING STIFFENERS (30 psf equivalent snow load) TABLE R505.3.4(3) CLIP ANGLE BEARING STIFFENERS (50 psf equivalent snow load) |
| 218 | TABLE R505.3.4(4) CLIP ANGLE BEARING STIFFENERS (70 psf equivalent snow load) FIGURE R505.3.7 TRACK SPLICE |
| 219 | FIGURE R505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION: 6-FOOT FLOOR OPENING SECTION R506 CONCRETE FLOORS (ON GROUND) |
| 220 | FIGURE R505.3.8(2) COLD-FORMED STEEL FLOOR CONSTRUCTION—8-FOOT FLOOR OPENING FIGURE R505.3.8(3) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—6-FOOT OPENING |
| 221 | FIGURE R505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—8-FOOT OPENING SECTION R507 DECKS |
| 222 | TABLE R507.2 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 (Deck live load = 40 psf, deck dead load = 10 psf) TABLE 507.2.1 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS FIGURE R507.2.1(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS |
| 223 | FIGURE R507.2.1(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS FIGURE 507.2.3 DECK ATTACHMENT FOR LATERAL LOADS |
| 224 | CHAPTER 6 WALL CONSTRUCTION SECTION R601 GENERAL SECTION R602 WOOD WALL FRAMING |
| 225 | TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS |
| 226 | TABLE R602.3(1)—continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS |
| 227 | TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) |
| 228 | TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES TABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDS |
| 229 | FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING |
| 230 | FIGURE R602.3(2) FRAMING DETAILS |
| 231 | TABLE R602.3.1 MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 90 MPH OR LESS Where conditions are not within the parameters of footnotes b, c, d, e, f, g, h, and i, design is required. |
| 232 | TABLE R602.3.1—continued MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 90 MPH OR LESS |
| 233 | TABLE R602.3.1—continued MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 MPH OR LESS IN SEISMIC DESIGN CATEGORIES A, B, C, D0, D1 and D2 |
| 235 | FIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS |
| 236 | FIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING |
| 237 | TABLE R602.7.1 SPANS FOR MINIMUM No.2 GRADE SINGLE HEADER |
| 238 | FIGURE R602.7.1(1) SINGLE MEMBER HEADER IN EXTERIOR BEARING WALL FIGURE R602.7.1(2) ALTERNATIVE SINGLE MEMBER HEADER WITHOUT CRIPPLE |
| 239 | TABLE R602.7.2 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERS FIGURE R602.7.2 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION |
| 240 | FIGURE R602.10.1.1 BRACED WALL LINES TABLE R602.10.1.3 BRACED WALL LINE SPACING |
| 241 | FIGURE R602.10.1.4 ANGLED WALLS |
| 242 | FIGURE R602.10.2.2 LOCATION OF BRACED WALL PANELS |
| 243 | TABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED |
| 244 | TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED |
| 245 | TABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING |
| 246 | TABLE R602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY |
| 247 | TABLE R602.10.3(3)—continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY |
| 248 | TABLE R602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING |
| 249 | TABLE R602.10.4 BRACING METHODS |
| 250 | TABLE R602.10.4—continued BRACING METHODS |
| 252 | TABLE R602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS |
| 253 | FIGURE R602.10.5 BRACED WALL PANELS WITH CONTINUOUS SHEATHING TABLE R602.10.5.2 PARTIAL CREDIT FOR BRACED WALL PANELS LESS THAN 48 INCHES IN ACTUAL LENGTH TABLE R602.10.6.1 MINIMUM HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS |
| 254 | FIGURE R602.10.6.1 METHOD ABW—ALTERNATE BRACED WALL PANEL FIGURE R602.10.6.2 METHOD PFH—PORTAL FRAME WITH HOLD-DOWNS |
| 255 | FIGURE R602.10.6.3 METHOD PFG—PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C |
| 256 | FIGURE R602.10.6.4 METHOD CS-PF—CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION |
| 257 | TABLE R602.10.6.4 TENSION STRAP CAPACITY REQUIRED FOR RESISTING WIND PRESSURES PERPENDICULAR TO METHOD PFH, PFG AND CS-PF BRACED WALL PANELS |
| 258 | TABLE R602.10.6.5 METHOD BV-WSP WALL BRACING REQUIREMENTS |
| 259 | FIGURE R602.10.6.5 METHOD BV-WSP—WALL BRACING FOR DWELLINGS WITH STONE AND MASONRY VENEER IN SEISMIC DESIGN CATEGORIES D0, D1 and D2 |
| 260 | FIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING |
| 261 | FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING |
| 262 | FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING FIGURE R602.10.8.2(1) BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS |
| 263 | FIGURE R602.10.8.2(2) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES FIGURE R602.10.8.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES |
| 264 | FIGURE R602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS |
| 265 | FIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION |
| 266 | FIGURE R602.12.1 RECTANGLE CIRCUMSCRIBING AN ENCLOSED BUILDING |
| 267 | TABLE R602.12.4 MINIMUM NUMBER OF BRACING UNITS ON EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE |
| 268 | FIGURE R602.12.5 BRACING UNIT DISTRIBUTION SECTION R603 STEEL WALL FRAMING |
| 269 | FIGURE R603.1.2 IN-LINE FRAMING FIGURE R603.2(1) C-SHAPED SECTION FIGURE R603.2(2) TRACK SECTION |
| 270 | TABLE R603.2(1) LOAD-BEARING COLD-FORMED STEEL STUD SIZES TABLE R603.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS TABLE R603.2.4 SCREW SUBSTITUTION FACTOR |
| 271 | FIGURE R603.2.5.1 WEB HOLES FIGURE R603.2.5.3 STUD WEB HOLE PATCH |
| 272 | TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTS TABLE R603.3.1.1(1) GABLE ENDWALL TO FLOOR CONNECTION REQUIREMENTS |
| 273 | TABLE R603.3.1.1(2) GABLE ENDWALL BOTTOM TRACK TO FOUNDATION CONNECTION REQUIREMENTS FIGURE R603.3.1(1) WALL TO FLOOR CONNECTION |
| 274 | FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION FIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION |
| 275 | TABLE R603.3.2(1) WALL FASTENING SCHEDULE TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 KSI STEEL |
| 276 | TABLE R603.3.2(3) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 50 KSI STEEL |
| 277 | TABLE R603.3.2(4) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 KSI STEEL |
| 278 | TABLE R603.3.2(5) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 50 KSI STEEL |
| 279 | TABLE R603.3.2(6) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 KSI STEEL |
| 280 | TABLE R603.3.2(7) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 50 KSI STEEL |
| 281 | TABLE R603.3.2(8) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 KSI STEEL |
| 282 | TABLE R603.3.2(9) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 50 KSI STEEL |
| 283 | TABLE R603.3.2(10) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 KSI STEEL |
| 284 | TABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 50 KSI STEEL |
| 285 | TABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 33 KSI STEEL |
| 286 | TABLE R603.3.2(13) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 50 KSI STEEL |
| 287 | TABLE R603.3.2(14) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 33 KSI STEEL |
| 288 | TABLE R603.3.2(15) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 50 KSI STEEL |
| 289 | TABLE R603.3.2(16) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 33 KSI STEEL |
| 290 | TABLE R603.3.2(17) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 50 KSI STEEL |
| 291 | TABLE R603.3.2(18) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 33 KSI STEEL |
| 292 | TABLE R603.3.2(19) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 50 KSI STEEL |
| 293 | TABLE R603.3.2(20) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 33 KSI STEEL |
| 294 | TABLE R603.3.2(21) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 50 KSI STEEL |
| 295 | TABLE R603.3.2(22) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 33 KSI STEEL |
| 296 | TABLE R603.3.2(23) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 33 KSI STEEL |
| 297 | TABLE R603.3.2(24) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 33 KSI STEEL |
| 298 | TABLE R603.3.2(25) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 50 KSI STEEL |
| 299 | TABLE R603.3.2(26) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 33 KSI STEEL |
| 300 | TABLE R603.3.2(27) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 50 KSI STEEL |
| 301 | TABLE R603.3.2(28) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 33 KSI STEEL |
| 302 | TABLE R603.3.2(29) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 50 KSI STEEL |
| 303 | TABLE R603.3.2(30) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 33 KSI STEEL |
| 304 | TABLE R603.3.2(31) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 50 KSI STEEL |
| 305 | TABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa, b, c 33 KSI STEEL |
| 306 | TABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa, b, c 50 KSI STEEL |
| 307 | TABLE R603.3.2.1(3) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa, b, c 33 KSI STEEL |
| 308 | TABLE R603.3.2.1(4) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa, b, c 50 KSI STEEL |
| 309 | FIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY FIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL |
| 310 | FIGURE R603.3.5 TRACK SPLICE FIGURE R603.4 CORNER FRAMING |
| 311 | FIGURE R603.6(1) BOX BEAM HEADER FIGURE R603.6(2) BACK-TO-BACK HEADER |
| 312 | TABLE R603.6(1) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 Ksi steel)a, b |
| 313 | TABLE R603.6(2) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 Ksi steel)a, b |
| 314 | TABLE R603.6(3) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 Ksi steel)a, b |
| 315 | TABLE R603.6(4) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 Ksi steel)a, b |
| 316 | TABLE R603.6(5) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 Ksi steel)a, b |
| 317 | TABLE R603.6(6) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 Ksi steel)a, b |
| 318 | TABLE R603.6(7) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 Ksi steel)a, b |
| 319 | TABLE R603.6(8) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 Ksi steel)a, b |
| 320 | TABLE R603.6(9) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 Ksi steel)a, b |
| 321 | TABLE R603.6(10) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 Ksi steel)a, b |
| 322 | TABLE R603.6(11) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 Ksi steel)a, b |
| 323 | TABLE R603.6(12) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 Ksi steel)a,b |
| 324 | TABLE R603.6(13) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 Ksi steel)a,b |
| 325 | TABLE R603.6(14) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 Ksi steel)a,b |
| 326 | TABLE R603.6(15) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 Ksi steel)a, b |
| 327 | TABLE R603.6(16) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 Ksi steel)a, b |
| 328 | TABLE R603.6(17) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 Ksi steel)a, b |
| 329 | TABLE R603.6(18) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 Ksi steel)a, b |
| 330 | TABLE R603.6(19) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 Ksi steel)a, b |
| 331 | TABLE R603.6(20) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 Ksi steel)a, b |
| 332 | TABLE R603.6(21) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 Ksi steel)a, b |
| 333 | TABLE R603.6(22) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 Ksi steel)a, b |
| 334 | TABLE R603.6(23) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 Ksi steel)a, b |
| 335 | TABLE R603.6(24) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 Ksi steel)a, b |
| 336 | FIGURE R603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL FIGURE R603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL |
| 337 | TABLE R603.7(1) TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING TABLE R603.7(2) HEADER TO KING STUD CONNECTION REQUIREMENTSa FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN |
| 338 | TABLE R603.8 HEAD AND SILL TRACK SPAN Fy = 33 KSI FIGURE R603.9.2 CORNER STUD HOLD-DOWN DETAIL |
| 339 | TABLE R603.9.2(1) MINIMUM PERCENTAGE OF FULL HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLSa, b TABLE R603.9.2(2) FULL HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS |
| 340 | SECTION R604 WOOD STRUCTURAL PANELS SECTION R605 PARTICLEBOARD SECTION R606 GENERAL MASONRY CONSTRUCTION |
| 341 | TABLE R606.5 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY |
| 342 | TABLE R606.9 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS |
| 343 | FIGURE R606.11(1) ANCHORAGE REQUIREMENTS FOR MASONRY WALLS LOCATED IN SEISMIC DESIGN CATEGORY A, B OR C AND WHERE WIND LOADS ARE LESS THAN 30 PSF |
| 344 | FIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C |
| 345 | FIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1, OR D2 |
| 346 | TABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES |
| 347 | TABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDING ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1 TABLE R606.12.4.1 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 |
| 348 | TABLE R606.12.4.2 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 TABLE R606.15.1 MINIMUM CORROSION PROTECTION SECTION R607 UNIT MASONRY |
| 349 | TABLE R607.1 MORTAR PROPORTIONSa, b SECTION R608 MULTIPLE-WYTHE MASONRY |
| 350 | SECTION R609 GROUTED MASONRY |
| 351 | TABLE R609.1.1 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION TABLE R609.1.2 GROUT SPACE DIMENSIONS AND POUR HEIGHTS |
| 352 | SECTION R610 GLASS UNIT MASONRY |
| 353 | FIGURE R610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE SECTION R611 EXTERIOR CONCRETE WALL CONSTRUCTION |
| 354 | TABLE R611.3 DIMENSIONAL REQUIREMENTS FOR WALLSa, b |
| 355 | FIGURE R611.3(1) FLAT WALL SYSTEM FIGURE R611.3(2) WAFFLE-GRID WALL SYSTEM FIGURE R611.3(3) SCREEN-GRID WALL SYSTEM |
| 357 | TABLE R611.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS FIGURE R611.5.4(1) LAP SPLIC |
| 358 | FIGURE R611.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION FIGURE R611.5.4(3) STANDARD HOOKS |
| 359 | TABLE R611.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND/OR ALTERNATIVE GRADE OF STEELa, b, c |
| 360 | FIGURE R611.6(1) ABOVE-GRADE CONCRETE WALL CONSTRUCTION ONE FIGURE R611.6(2) ABOVE-GRADE CONCRETE WALL CONSTRUCTION CONCRETE FIRST-STORY AND LIGHT-FRAMED SECOND-STORY |
| 361 | FIGURE R611.6(3) ABOVE-GRADE CONCRETE WALL CONSTRUCTION TWO-STORY FIGURE R611.6(4) ABOVE-GRADE CONCRETE WALL SUPPORTED ON MONOLITHIC SLAB-ON-GROUND FOOTING |
| 362 | TABLE R611.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLSa, b, c, d, e |
| 363 | TABLE R611.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLS |
| 364 | TABLE R611.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLSa, b, c, d, e |
| 365 | TABLE R611.6(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 |
| 366 | EQUATION R6-1 EQUATION R6-2 |
| 367 | TABLE R611.7(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 |
| 368 | TABLE R611.7(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 |
| 369 | TABLE R611.7(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 |
| 370 | TABLE R611.7(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 |
| 371 | TABLE R611.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa, c, d, e, f, g |
| 372 | TABLE R611.7(1C)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa, c, d, e, f, g |
| 373 | TABLE R611.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEETa TABLE R611.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEETa, b |
| 374 | TABLE R611.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLSa, c |
| 375 | FIGURE R611.7(1) MINIMUM SOLID WALL LENGTH |
| 377 | FIGURE R611.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL |
| 378 | FIGURE R611.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS |
| 379 | FIGURE R611.8(1) REINFORCEMENT OF OPENINGS |
| 380 | FIGURE R611.8(2) LINTEL FOR FLAT WALLS FIGURE R611.8(3) LINTELS FOR WAFFLE-GRID WALLS |
| 381 | FIGURE R611.8(4) LINTELS FOR SCREEN-GRID WALLS |
| 382 | TABLE R611.8(1) LINTEL DESIGN LOADING CONDITIONSa, b, d |
| 383 | TABLE R611.8(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 |
| 384 | TABLE R611.8(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 FEE |
| 385 | TABLE R611.8(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 |
| 386 | TABLE R611.8(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 |
| 387 | TABLE R611.8(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 |
| 388 | TABLE R611.8(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 |
| 389 | TABLE R611.8(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 |
| 390 | TABLE R611.8(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 |
| 391 | TABLE R611.8(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 |
| 392 | TABLE R611.8(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 |
| 393 | TABLE R611.8(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 |
| 394 | TABLE R611.8(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 |
| 395 | TABLE R611.8(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 |
| 396 | TABLE R611.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g, h |
| 397 | TABLE R611.8(9)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g, h TABLE R611.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN-GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSc, d, e, f, g |
| 399 | FIGURE R611.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 400 | TABLE R611.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c |
| 401 | FIGURE R611.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL FRAMING PARALLEL |
| 402 | TABLE R611.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b |
| 403 | FIGURE R611.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR |
| 404 | TABLE R611.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e |
| 405 | FIGURE R611.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PARALLEL |
| 406 | TABLE R611.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e |
| 407 | FIGURE R611.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 408 | TABLE R611.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d |
| 409 | FIGURE R611.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL |
| 410 | TABLE R611.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b, c, d |
| 411 | FIGURE R611.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR |
| 412 | TABLE R611.9(7) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e |
| 413 | FIGURE R611.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 414 | TABLE R611.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e |
| 415 | FIGURE R611.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 416 | TABLE R611.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e |
| 417 | FIGURE R611.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL FRAMING PARALLEL |
| 418 | TABLE R611.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e |
| 419 | FIGURE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 420 | TABLE R611.9(11) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e |
| 421 | FIGURE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 422 | TABLE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e |
| 423 | SECTION R612 EXTERIOR WINDOWS AND DOORS |
| 424 | FIGURE R612.7.2(1) THROUGH THE FRAME FIGURE R612.7.2(2) FRAME CLIP FIGURE R612.7.2(3) THROUGH THE FRAME FIGURE R612.7.2(4) FRAME CLIP |
| 425 | FIGURE R612.7.2(5) THROUGH THE FLANGE FIGURE R612.7.2(6) THROUGH THE FLANGE FIGURE R612.7.2(7) FRAME CLIP FIGURE R612.7.2(8) THROUGH THE FLANGE |
| 426 | SECTION R613 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION TABLE R613.3.1 MINIMUM PROPERTIES FOR POLYURETHANE INSULATION USED AS SIPS CORE TABLE R613.3.2 MINIMUM PROPERTIESa FOR ORIENTED STRAND BOARD FACER MATERIAL IN SIP WALLS |
| 427 | FIGURE R613.4 SIP WALL PANEL |
| 428 | TABLE R613.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY (inches)a |
| 429 | TABLE R613.5(2) MINIMUM THICKNESS FOR SIP WALLS SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF (inches)a |
| 430 | FIGURE R613.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS FIGURE R613.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS |
| 431 | FIGURE R613.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION FIGURE R613.5(4) SIP WALL-TO-WALL PLATFORM FRAME CONNECTION |
| 432 | FIGURE R613.5(5) SIP WALL-TO-WALL BALLOON FRAME CONNECTION (I-Joist floor shown for Illustration only) FIGURE R613.5.1 SIP WALL FRAMING CONFIGURATION |
| 433 | FIGURE R613.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT FIGURE R613.8 TYPICAL SIP CONNECTION DETAILS FOR VERTICAL IN-PLANE JOINTS |
| 434 | FIGURE R613.9 SIP CORNER FRAMING DETAIL TABLE R613.10 MAXIMUM SPANS FOR 11 7/8-INCH-DEEP SIP HEADERS (feet)a |
| 436 | CHAPTER 7 WALL COVERING SECTION R701 GENERAL SECTION R702 INTERIOR COVERING TABLE R702.1(1) THICKNESS OF PLASTER |
| 437 | TABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME |
| 438 | TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD |
| 439 | TABLE R702.3.7 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES |
| 440 | TABLE R702.7.1 CLASS III VAPOR RETARDERS SECTION R703 EXTERIOR COVERING |
| 442 | TABLE R703.4 WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS |
| 443 | TABLE R703.4—continued WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS |
| 444 | TABLE R703.5.2 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa, b, c |
| 445 | FIGURE R703.7 MASONRY VENEER WALL DETAILS |
| 446 | FIGURE R703.7—continued MASONRY VENEER WALL DETAILS |
| 447 | TABLE R703.7(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C TABLE R703.7(2) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, WOOD FRAMING, SEISMIC DESIGN CATEGORIES D0, D1 AND D2 |
| 448 | FIGURE R703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES FIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS |
| 449 | TABLE R703.7.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa, b, c, d TABLE R703.7.3.2 HEIGHT OF MASONRY VENEER ABOVE OPENING FIGURE R703.7.3.2 MASONRY VENEER OPENING |
| 450 | TABLE R703.7.4 TIE ATTACHMENT AND AIR SPACE REQUIREMENTS |
| 454 | CHAPTER 8 ROOF-CEILING CONSTRUCTION SECTION R801 GENERAL SECTION R802 WOOD ROOF FRAMING |
| 456 | TABLE R802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 457 | TABLE R802.4(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 458 | TABLE R802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240) |
| 459 | TABLE R802.4(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240) |
| 460 | TABLE R802.5.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L/Δ = 180) |
| 461 | TABLE R802.5.1(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L/Δ = 180) |
| 462 | TABLE R802.5.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L/Δ = 240) |
| 463 | TABLE R802.5.1(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L/Δ = 240) |
| 464 | TABLE R802.5.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L/Δ = 180) |
| 465 | TABLE R802.5.1(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L/Δ = 180) |
| 466 | TABLE R802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L/Δ = 180) |
| 467 | TABLE R802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L/Δ = 180) |
| 468 | TABLE R802.5.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L/Δ = 240) |
| 469 | TABLE R802.5.1(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L/Δ = 240) |
| 470 | TABLE R802.5.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L/Δ = 240) |
| 471 | TABLE R802.5.1(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L/Δ = 240) |
| 472 | TABLE R802.5.1(7) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L/Δ = 180) |
| 473 | TABLE R802.5.1(7)—continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L/Δ = 180) |
| 474 | TABLE R802.5.1(8) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L/Δ = 240) |
| 475 | TABLE R802.5.1(8)—continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L/Δ = 240) |
| 476 | TABLE R802.5.1(9) RAFTER/CEILING JOIST HEEL JOINT CONNECTIONS |
| 477 | FIGURE R802.5.1 BRACED RAFTER CONSTRUCTION |
| 478 | FIGURE R802.7.1.1 RAFTER NOTCH FIGURE R802.7.1.2 CEILING JOIST TAPER CUT |
| 480 | SECTION R803 ROOF SHEATHING TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING SECTION R804 STEEL ROOF FRAMING |
| 481 | TABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (POUNDS PER CONNECTION |
| 482 | TABLE R802.11—continued RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (POUNDS PER CONNECTIO |
| 483 | FIGURE R804.1.2 IN-LINE FRAMING TABLE R804.2(1) LOAD-BEARING COLD-FORMED STEEL MEMBER SIZES TABLE R804.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS |
| 484 | FIGURE R804.2(1) C-SHAPED SECTION FIGURE R804.2(2) TRACK S TABLE R804.2.4 SCREW SUBSTITUTION FACTOR |
| 485 | FIGURE R804.2.5.1 WEB HOLES FIGURE R804.2.5.3 WEB HOLE PATCH |
| 486 | FIGURE R804.3 STEEL ROOF CONSTRUCTION |
| 487 | TABLE R804.3 ROOF FRAMING FASTENING SCHEDULEa TABLE R804.3.1.1(1) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 10 PSF LIVE LOAD (NO ATTIC STORAGE)a, b, c 33 KSI STEEL |
| 488 | TABLE R804.3.1.1(2) CEILING JOIST SPANS TWO EQUAL SPANS WITH BEARING STIFFENERS 10 PSF LIVE LOAD (NO ATTIC STORAGE)a, b, c 33 KSI STEEL |
| 489 | TABLE R804.3.1.1(3) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c 33 KSI STEEL |
| 490 | TABLE R804.3.1.1(4) CEILING JOIST SPANS TWO EQUAL SPANS WITH BEARING STIFFENERS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c 33 KSI STEEL |
| 491 | TABLE R804.3.1.1(5) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 10 PSF LIVE LOAD (NO ATTIC STORAGE)a, b 33 KSI STEEL |
| 492 | TABLE R804.3.1.1(6) CEILING JOIST SPANS TWO EQUAL SPANS WITHOUT BEARING STIFFENERS 10 PSF LIVE LOAD (NO ATTIC STORAGE)a,b 33 KSI STEEL |
| 493 | TABLE R804.3.1.1(7) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)a, b 33 KSI STEEL |
| 494 | TABLE R804.3.1.1(8) CEILING JOIST SPANS TWO EQUAL SPANS WITHOUT BEARING STIFFENERS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)a, b 33 KSI STEEL |
| 495 | TABLE R804.3.1.1(9) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTIONa FIGURE R804.3.1.1(1) JOIST TO RAFTER CONNECTION |
| 496 | FIGURE R804.3.1.1(2) BEARING STIFFENER FIGURE R804.3.1.4(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPE, TRACK OR COLD-ROLLED CHANNEL |
| 498 | FIGURE R804.3.1.4(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING FIGURE R804.3.1.5 SPLICED CEILING JOISTS |
| 499 | TABLE R804.3.2.1(1) ROOF RAFTER SPANSa, b, c 33 KSI STEEL |
| 500 | TABLE R804.3.2.1(2) ROOF RAFTER SPANSa, b, c 50 KSI STEEL |
| 501 | TABLE R804.3.2.1(3) BASIC WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION FIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS |
| 502 | FIGURE R804.3.2.4 HIP MEMBER OR RIDGE MEMBER CONNECTION TABLE R804.3.2.4 SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR HIP RAFTER TO HIP MEMBER OR ROOF RAFTER TO RIDGE MEMBER CONNECTIONa |
| 503 | TABLE R804.3.3.2 HIP MEMBER SIZES, 33 ksi STEEL TABLE R804.3.3.3 HIP SUPPORT COLUMN SIZES |
| 505 | TABLE R804.3.3.4(1) UPLIFT STRAP CONNECTION REQUIREMENTS HIP SUPPORT COLUMN AT CEILING LINE FIGURE R804.3.3.4(1) JACK RAFTER CONNECTION AT EAVE |
| 506 | TABLE R804.3.3.4(2) CONNECTION REQUIREMENTS HIP MEMBER TO HIP SUPPORT COLUMN FIGURE R804.3.3.4(2) HIP SUPPORT COLUMN |
| 507 | TABLE R804.3.3.4(3) UPLIFT STRAP CONNECTION REQUIREMENTS HIP MEMBER TO WALL FIGURE R804.3.3.4(3) HIP CONNECTIONS AT RIDGE |
| 508 | FIGURE R804.3.3.4(4) HIP CONNECTIONS AT RIDGE AND BOX COLUMN |
| 509 | FIGURE R804.3.3.4(5) HIP MEMBER CONNECTION AT WALL CORNER FIGURE R804.3.6(1) ROOF OR CEILING OPENING |
| 510 | FIGURE R804.3.6(2) HEADER TO TRIMMER CONNECTION TABLE R804.3.8(1) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FEETa, b, c, d, e, f |
| 511 | FIGURE R804.3.8(1) CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL TABLE R804.3.8(2) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED CEILING HEIGHT = 9 OR 10 FEETa, b, c, d, e, f |
| 512 | FIGURE R804.3.8(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL TABLE R804.3.8(3) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS WOOD STRUCTURAL PANEL SHEATHED CEILING HEIGHT = 8, 9 OR 10 FEETa, b, c, d |
| 513 | FIGURE R804.3.8(3) ROOF BLOCKING DETAIL SECTION R805 CEILING FINISHES SECTION R806 ROOF VENTILATION |
| 514 | TABLE R806.5 INSULATION FOR CONDENSATION CONTROL SECTION R807 ATTIC ACCESS |
| 516 | CHAPTER 9 ROOF ASSEMBLIES SECTION R901 GENERAL SECTION R902 ROOF CLASSIFICATION SECTION R903 WEATHER PROTECTION |
| 517 | SECTION R904 MATERIALS SECTION R905 REQUIREMENTS FOR ROOF COVERINGS TABLE R905.2.4.1(1) CLASSIFICATION OF ASPHALT ROOF SHINGLES PER ASTM D 7158 TABLE R905.2.4.1(2) CLASSIFICATION OF ASPHALT SHINGLES PER ASTM D 3161 |
| 519 | TABLE R905.2.8.2 VALLEY LINING MATERIAL |
| 520 | TABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT |
| 522 | TABLE R905.6.5 SLATE SHINGLE HEADLAP TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS TABLE R905.7.5 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE |
| 523 | TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS |
| 524 | TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE |
| 525 | TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS TABLE R905.10.3(1) METAL ROOF COVERING STANDARDS |
| 526 | TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS TABLE R905.14.3 PROTECTIVE COATING MATERIAL STANDARDS |
| 527 | SECTION R906 ROOF INSULATION TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION R907 REROOFING |
| 528 | CHAPTER 10 CHIMNEYS AND FIREPLACES SECTION R1001 MASONRY FIREPLACES |
| 529 | TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS |
| 530 | FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS |
| 531 | FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES SECTION R1002 MASONRY HEATERS |
| 532 | SECTION R1003 MASONRY CHIMNEYS |
| 534 | TABLE R1003.14(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa TABLE R1003.14(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES |
| 535 | FIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS |
| 536 | FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES FIGURE R1003.20 CHIMNEY CRICKET TABLE R1003.20 CRICKET DIMENSIONS SECTION R1004 FACTORY-BUILT FIREPLACES |
| 537 | SECTION R1005 FACTORY-BUILT CHIMNEYS SECTION R1006 EXTERIOR AIR SUPPLY |
| 538 | CHAPTER 11 [RE] ENERGY EFFICIENCY |
| 540 | CHAPTER 12 MECHANICAL ADMINISTRATION |
| 542 | CHAPTER 25 PLUMBING ADMINISTRATION |
| 544 | SECTION P2904 DWELLING UNIT FIRE SPRINKLER SYSTEMS TABLE P2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED |
| 546 | FIGURE P2904.2.4.2 MINIMUM ALLOWABLE DISTANCE BETWEEN SPRINKLER AND OBSTRUCTION EQUATION 29-1 |
| 548 | TABLE P2904.6.2(1) WATER SERVICE PRESSURE LOSS (PLsvc)a, b TABLE P2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS (PLm)a |
| 549 | TABLE P2904.6.2(3) ELEVATION LOSS (PLe) TABLE P2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3/4-INCH TYPE M COPPER WATER TUBING |
| 550 | TABLE P2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING |
| 551 | TABLE P2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3/4-INCH CPVC PIPE |
| 552 | TABLE P2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE |
| 553 | TABLE P2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3/4-INCH PEX AND PE-RT TUBING |
| 554 | TABLE P2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX AND PE-RT TUBING |
| 556 | CHAPTER 34 GENERAL REQUIREMENTS |
| 558 | CHAPTER 44 REFERENCED STANDARDS AAMA ACI ACCA |
| 559 | AFPA AISI AITC ANSI |
| 560 | APA |
| 561 | APSP ASCE/SEI ASHRAE ASME |
| 563 | ASSE ASTM |
| 572 | AWPA AWS AWWA CGSB |
| 573 | CISPI CPA CPSC CSA |
| 575 | CSSB DASMA DOC DOTn FEMA |
| 576 | FM GA HPVA HVI ICC |
| 577 | ISO MSS NAIMA NCMA NFPA |
| 578 | NSF PCA SBCA SMACNA |
| 579 | TMS TPI UL |
| 580 | ULC |
| 581 | US-FTC WDMA |
| 582 | APPENDIX K SOUND TRANSMISSION SECTION AK101 GENERAL SECTION AK102 AIR-BORNE SOUND SECTION AK103 STRUCTURAL-BORNE SOUND SECTION AK104 REFERENCED STANDARDS |
| 584 | APPENDIX L PERMIT FEES |
| 586 | INDEX |
| 594 | NEW TOOLS FOR YOUR RESIDENTIAL CODE |
