MN ResidentialCode 07 2007
$44.15
Minnesota Residential Code
| Published By | Publication Date | Number of Pages |
| MN | 2007 | 400 |
This Minnesota code based on the 2006 International Residential Code® building provisions. There are supplementary administrative information and schedules located in the appendices.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2007 MINNESOTA STATE RESIDENTIAL CODE, CHAPTER 1309 |
| 2 | COPYRIGHT |
| 3 | TABLE OF CONTENTS |
| 7 | SYMBOLS AND NOTATIONS IN THE CODE |
| 9 | PART I — ADMINISTRATION CHAPTER 1 ADMINISTRATION |
| 11 | MINNESOTA RULES, CHAPTER 1300 1300.0010 ADMINISTRATION 1300.0020 TITLE 1300.0030 PURPOSE AND APPLICATION 1300.0040 SCOPE 1300.0050 CHAPTERS OF MINNESOTA STATE BUILDING CODE |
| 12 | 1300.0060 OPTIONAL ADMINISTRATION 1300.0070 DEFINITIONS |
| 14 | 1300.0080 CODE ADOPTION AND AMENDMENTS 1300.0090 DEPARTMENT OF BUILDING SAFETY 1300.0110 DUTIES AND POWERS OF BUILDING OFFICIAL |
| 15 | 1300.0120 PERMITS |
| 17 | 1300.0130 CONSTRUCTION DOCUMENTS |
| 18 | 1300.0140 VIOLATIONS 1300.0150 VIOLATIONS, PENALTY 1300.0160 FEES |
| 19 | 1300.0170 STOP WORK ORDER |
| 20 | 1300.0180 UNSAFE BUILDINGS OR STRUCTURES 1300.0190 TEMPORARY STRUCTURES AND USE 1300.0210 INSPECTIONS |
| 21 | 1300.0220 CERTIFICATE OF OCCUPANCY |
| 22 | 1300.0230 BOARD OF APPEALS 1300.0240 DISCLAIMER CLAUSE 1300.0250 SEVERABILITY |
| 23 | MINNESOTA RULES, CHAPTER 1303 1303.1000 TITLE 1303.1100 PURPOSE 1303.1200 RESTROOM FACILITIES IN PUBLIC ACCOMMODATIONS 1303.1300 PACE FOR COMMUTER VANS 1303.1400 AUTOMATIC GARAGE DOOR OPENING SYSTEMS 1303.1500 RECYCLING SPACE TABLE 1-A MINIMUM RECYCLING SPACE REQUIREMENTS. |
| 24 | 303.1600 FOOTING DEPTH FOR FROST PROTECTION 1303.1700 GROUND SNOW LOAD 1303.1800 RADIAL ICE ON TOWERS 1303.2000 EXTERIOR WOOD DECKS, PATIOS, AND BALCONIES |
| 25 | 1303.2100 BLEACHER SAFETY 1303.2200 SIMPLIFIED WIND LOADS EQUATION Palt TABLE Palt |
| 27 | MINNESOTA RULES, CHAPTER 1309 1309.0010 ADOPTION OF INTERNATIONAL RESIDENTIALCODE (IRC) BY REFERENCE 1309.0020 REFERENCES TO OTHER ICC CODES |
| 28 | 1309.0030 ADMINISTRATIVE PROCEDURE CRITERIA 1309.0040 VIOLATION |
| 29 | Part II — DEFINITIONS CHAPTER 2 DEFINITIONS SECTION R201 GENERAL SECTION R202 DEFINITIONS |
| 43 | Part III — BUILDING PLANNING AND CONSTRUCTION CHAPTER 3 BUILDING PLANNING SECTION R300 CLASSIFICATION TABLE R300.1O CCUPANCY CLASSIFICATION SECTION R301 DESIGN CRITERIA |
| 44 | TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, |
| 45 | TABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (psf) |
| 46 | 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) |
| 47 | FIGURE R301.2(2) SEISMIC DESIGN CATEGORIES—SITE CLASS D |
| 48 | FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D |
| 49 | FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D |
| 52 | FIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETE |
| 53 | FIGURE R301.2(4) BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL |
| 54 | FIGURE R301.2(4)—continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL |
| 55 | FIGURE R301.2(4)—continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL |
| 56 | FIGURE R301.2(4)—continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL |
| 57 | FIGURE R301.2(4)—continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL |
| 58 | FIGURE R301.2(6) TERMITE INFESTATION PROBABILITY MAP |
| 59 | FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES |
| 60 | TABLE R301.2.1.3 EQUIVALENT BASIC WIND SPEEDSa |
| 61 | TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION TABLE R301.2.2.2.1 WALL BRACING ADJUSTMENT FACTORS BYROOF COVERING DEAD LOADa |
| 64 | TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCEPER SQUARE FOOT OF HORIZONTAL PROJECTION TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSa,b,c SECTION R302 EXTERIOR WALL LOCATION |
| 65 | SECTION R303 LIGHT, VENTILATION AND HEATING TABLE R302.1 EXTERIOR WALLS |
| 66 | SECTION R304 MINIMUM ROOM AREAS SECTION R305 CEILING HEIGHT SECTION R306 SANITATION |
| 67 | SECTION R307 TOILET, BATH AND SHOWER SPACES SECTION R308 GLAZING FIGURE R307.1 MINIMUM FIXTURE CLEARANCES |
| 68 | TABLE R308.3 MINIMUM CATEGORY CLASSIFICATION OF GLAZING |
| 69 | SECTION R309 GARAGES AND CARPORTS |
| 70 | SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS |
| 71 | SECTION R311 MEANS OF EGRESS |
| 73 | SECTION R312 GUARDS SECTION R313 SMOKE ALARMS |
| 74 | SECTION R314 FOAM PLASTIC |
| 75 | SECTION R315 FLAME SPREAD AND SMOKE DENSITY |
| 76 | SECTION R316 INSULATION SECTION R317 DWELLING UNIT SEPARATION |
| 78 | SECTION R318 MOISTURE VAPOR RETARDERS SECTION R319 PROTECTION AGAINST DECAY |
| 79 | SECTION R320 PROTECTION AGAINST SUBTERRANEAN TERMITES |
| 80 | SECTION R321 SITE ADDRESS SECTION R322 ACCESSIBILITY SECTION R323 ELEVATORS AND PLATFORM LIFTS SECTION R324 FLOOD-RESISTANT CONSTRUCTION |
| 85 | CHAPTER 4 FOUNDATIONS SECTION R401 GENERAL TABLE R401.4.1 PRESUMPTIVE LOAD–BEARING VALUES OFFOUNDATION MATERIALSa SECTION R402 MATERIALS |
| 86 | TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SECTION R403 FOOTINGS TABLE R403.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS (inches) |
| 87 | FIGURE R403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS |
| 88 | FIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION |
| 89 | FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION |
| 91 | FIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES |
| 92 | TABLE R403.3 MINIMUM INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGSa FIGURE R403.3(1) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS |
| 93 | FIGURE R403.3(2) AIR–FREEZING INDEXAN ESTIMATE OF THE 100-YEAR RETURN PERIOD |
| 94 | FIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS |
| 95 | FIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE |
| 96 | SECTION R404 FOUNDATION AND RETAINING WALLS |
| 97 | TABLE R404.1(1) TOP REACTIONS AND PRESCRIPTIVE SUPPORT FOR FOUNDATION WALLSa |
| 98 | TABLE R404.1(2) MAXIMUM PLATE ANCHOR-BOLT SPACING FOR SUPPORTED FOUNDATION WALL TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLS |
| 99 | TABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 5 INCHESa |
| 100 | TABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 6.75 INCHESa |
| 101 | TABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 8.75 INCHES |
| 102 | TABLE R404.1.1(5) CONCRETE FOUNDATION WALLSh, i, j, k |
| 103 | TABLE R404.1.1(5) —continued CONCRETE FOUNDATION WALLSh, I, j, k |
| 104 | TABLE R404.1.1(7) CANTILEVERED CONCRETE AND MASONRY FOUNDATION WALLS |
| 105 | TABLE R404.1.1(8) CANTILEVERED CONCRETE AND MASONRY FOUNDATION WALLS |
| 107 | FIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS |
| 108 | TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION(30 pcf equivalent-fluid weight soil pressure) |
| 109 | TABLE R404.4(1) 5.5-INCH THICK FLAT ICF FOUNDATION WALLSa, b, c, d |
| 110 | TABLE R404.4(2) 7.5-INCH-THICK FLAT ICF FOUNDATION WALLSa, b, c, d, e |
| 111 | TABLE R404.4(3) 9.5-INCH-THICK FLAT ICF FOUNDATION WALLSa, b, c, d, e |
| 112 | TABLE R404.4(4) WAFFLE GRID ICF FOUNDATION WALLSa, b, c, d, e |
| 113 | TABLE R404.4(5) SCREEN-GRID ICF FOUNDATION WALLSa, b c, d, e SECTION R405 FOUNDATION DRAINAGE |
| 114 | SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM |
| 115 | SECTION R407 COLUMNS SECTION R408 UNDER-FLOOR SPACE |
| 117 | CHAPTER 5 FLOORS SECTION R501 GENERAL SECTION R502 WOOD FLOOR FRAMING |
| 118 | FIGURE R502.2 FLOOR CONSTRUCTION |
| 119 | TABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential sleeping areas, live load = 30 psf, L/ = 360)a |
| 120 | TABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential living areas, live load = 40 psf, L/ = 360)b |
| 121 | TABLE R502.3.3(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 R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONYa, b, e, f |
| 122 | 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) |
| 123 | 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) |
| 124 | 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) |
| 125 | FIGURE R502.8 CUTTING, NOTCHING AND DRILLING |
| 126 | SECTION R503 FLOOR SHEATHING TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING |
| 127 | TABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENTa, b, c |
| 128 | TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa SECTION R504 PRESSURE PRESERVATIVELY TREATED-WOODFLOORS (ON GROUND) SECTION R505 STEEL FLOOR FRAMING |
| 129 | TABLE R505.2(1) COLD-FORMED STEEL JOIST SIZES TABLE R505.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS |
| 130 | FIGURE R505.2(3) FLOOR JOIST WEB HOLES |
| 131 | TABLE R505.2.4 SCREW SUBSTITUTION FACTOR FIGURE R505.3 STEEL FLOOR CONSTRUCTION |
| 132 | FIGURE R505.3 — continued STEEL FLOOR CONSTRUCTION |
| 133 | TABLE R505.3.1(1) FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS a, b TABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa |
| 134 | FIGURE R505.3.1(1) FLOOR TO LOAD-BEARING WALL STUD CONNECTION FIGURE R505.3.1(2) FLOOR TO WOOD SILL CONNECTION |
| 135 | FIGURE R505.3.1(3) FLOOR TO FOUNDATION CONNECTION FIGURE R505.3.1(4) FLOOR CANTILEVER TO LOAD-BEARING WALL CONNECTION |
| 136 | FIGURE R505.3.1(5) FLOOR CANTILEVER TO WOOD SILL CONNECTION FIGURE R505.3.1(6) FLOOR CANTILEVER TO FOUNDATION CONNECTION |
| 137 | FIGURE R505.3.1(7) CONTINUOUS JOIST SPAN SUPPORTED ON STUD FIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON STUD |
| 138 | TABLE R505.3.2(1) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—SINGLE SPANSa, b 33 ksi STEEL FIGURE R505.3.4 BEARING STIFFENER |
| 139 | TABLE R505.3.2(2) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—MULTIPLE SPANSa, b 33 ksi STEEL FIGURE R505.3.6 HOLE PATCH |
| 140 | TABLE R505.3.2(3) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—MULTIPLE SPANSa, b 50 ksi STEEL FIGURE R505.3.8 TRACK SPLICE |
| 141 | SECTION R506 CONCRETE FLOORS (ON GROUND) |
| 143 | CHAPTER 6 WALL CONSTRUCTION SECTION R601 GENERAL SECTION R602 WOOD WALL FRAMING |
| 144 | TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS |
| 145 | TABLE R602.3(1)—continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS |
| 146 | TABLE R602.3(2) ALTERNATE ATTACHMENTS |
| 147 | TABLE R602.3(3) WOOD STRUCTURAL PANEL WALL SHEATHING TABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHINGa TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDSa |
| 148 | FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING |
| 149 | FIGURE R602.3(2) FRAMING DETAILS |
| 150 | TABLE R602.3.1 MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 90 MPH OR LESSb,c,d,e,f,g,h,iWhere conditions are not within the parameters of footnotes b, c, d, e, f, g, h, and i, design is required. |
| 151 | TABLE R602.3.1 MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 90 MPH OR LESSb,c,d,e,f,g,h,iWhere conditions are not within the parameters of footnotes b, c, d, e, f, g, h, and i, design is required. |
| 152 | FIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS FIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS |
| 153 | FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING TABLE R602.7.2 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa |
| 154 | FIGURE R602.7.2 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION |
| 156 | TABLE R602.10.1 WALL BRACING |
| 157 | TABLE R602.10.5 LENGTH REQUIREMENTS FOR BRACED WALL PANELS IN A CONTINUOUSLY SHEATHED WALLa, b, c |
| 158 | FIGURE R602.10.5 TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS STRUCTURAL PANEL SHEATHING; SHOWING REQUIRED STUD-TO-STUD NAILING TABLE R602.10.6 MINIMUM WIDTHS AND TIE-DOWN FORCES OF ALTERNATE BRACED WALL PANELS |
| 159 | FIGURE R602.10.6.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING |
| 161 | FIGURE R602.11.3 STEPPED FOUNDATION CONSTRUCTION SECTION R603 STEEL WALL FRAMING |
| 162 | TABLE R603.2(1) LOAD-BEARING COLD-FORMED STEEL STUD SIZES TABLE R603.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL STUDS FIGURE R603.2(1) C-SECTION FIGURE R603.2(2) TRACK SECTION |
| 163 | FIGURE R603.2(3) WEB HOLES TABLE R603.2.4 SCREW SUBSTITUTION FACTOR |
| 164 | FIGURE R603.3 STEEL WALL CONSTRUCTION TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa,b,c |
| 165 | FIGURE R603.3.1(1) WALL TO FOUNDATION CONNECTION FIGURE R603.3.1(2) WALL TO WOOD SILL CONNECTION TABLE R603.3.2(1) WALL FASTENING SCHEDULE |
| 166 | TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c33 ksi STEE |
| 167 | TABLE R603.3.2(3) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c50 ksi STEEL |
| 168 | TABLE R603.3.2(4) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c33 ksi STEEL |
| 169 | TABLE R603.3.2(5) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c50 ksi STEEL |
| 170 | TABLE R603.3.2(6) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c33 ksi STEEL |
| 171 | TABLE R603.3.2(7) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c50 ksi STEEL |
| 172 | TABLE R603.3.2(8) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c33 ksi STEEL |
| 173 | TABLE R603.3.2(9) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c50 ksi STEEL |
| 174 | TABLE R603.3.2(10) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c33 ksi STEEL |
| 175 | TABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c50 ksi STEEL |
| 176 | TABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c33 ksi STEEL |
| 177 | TABLE R603.3.2(13) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c50 ksi STEEL |
| 178 | TABLE R603.3.2(14) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c33 ksi STEEL |
| 179 | TABLE R603.3.2(15) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c50 ksi STEEL |
| 180 | TABLE R603.3.2(16) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c33 ksi STEEL |
| 181 | TABLE R603.3.2(17) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c50 ksi STEEL |
| 182 | TABLE R603.3.2(18) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c33 ksi STEEL |
| 183 | TABLE R603.3.2(19) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c50 ksi STEEL |
| 184 | TABLE R603.3.2(20) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c33 ksi STEEL |
| 185 | TABLE R603.3.2(21) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c50 ksi STEEL |
| 186 | FIGURE R603.3.5 HOLE PATCH |
| 187 | TABLE R603.6(1) BOX-BEAM HEADER SPANS Headers supporting roof and ceiling only (33 ksi steel)a, b, c |
| 188 | TABLE R603.6(2) BOX-BEAM HEADER SPANS Headers supporting roof and ceiling only (33 ksi steel)a, b, c |
| 189 | TABLE R603.6(3) BOX-BEAM HEADER SPANS Headers supporting one floor, roof and ceiling (33 ksi steel)a, b, c |
| 190 | TABLE R603.6(4) BOX-BEAM HEADER SPANS Headers supporting one floor, roof and ceiling (33 ksi steel)a, b, c |
| 191 | TABLE R603.6(5) BACK-TO-BACK HEADER SPANS Headers supporting roof and ceiling only (33 ksi steel)a, b, c |
| 192 | TABLE R603.6(6) BACK-TO-BACK HEADER SPANS Headers supporting roof and ceiling only (33 ksi steel)a, b, c |
| 193 | TABLE R603.6(7) BACK-TO-BACK HEADER SPANS Headers supporting one floor, roof and ceiling (33 ksi steel)a, b, c |
| 194 | TABLE R603.6(8) BACK-TO-BACK HEADER SPANS Headers supporting one floor, roof and ceiling (33 ksi steel)a, b, c |
| 195 | TABLE R603.6(9) TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING TABLE R603.6(10) HEADER TO KING STUD CONNECTION REQUIREMENTSa, b, c, d TABLE R603.6(11) HEAD TRACK SPAN (33 ksi Steel) |
| 196 | FIGURE R603.6 HEADER DETAIL |
| 197 | TABLE R603.7MINIMUM PERCENTAGE OF FULL HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLSa, b, c, d, e SECTION R604 WOOD STRUCTURAL PANELS SECTION R605 PARTICLEBOARD SECTION R606 GENERAL MASONRY CONSTRUCTION |
| 198 | TABLE R606.5 ALLOWABLE COMPRESSIVE STRESSES FOREMPIRICAL DESIGN OF MASONRY |
| 199 | TABLE R606.9 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS |
| 200 | FIGURE R606.11(1) ANCHORAGE REQUIREMENTS FOR MASONRY WALLS LOCATED IN SEISMIC DESIGN CATEGORYA, B OR C AND WHERE WIND LOADS ARE LESS THAN 30 PSF |
| 201 | FIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C |
| 202 | FIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1 OR D2 |
| 204 | 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 |
| 205 | TABLE R606.12.4.2 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D TABLE R606.15.1 MINIMUM CORROSION PROTECTION SECTION R607 UNIT MASONRY |
| 206 | TABLE R607.1 MORTAR PROPORTIONSa, b SECTION R608 MULTIPLE WYTHE MASONRY |
| 207 | SECTION R609 GROUTED MASONRY TABLE R609.1.1 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION |
| 208 | TABLE R609.1.2 GROUT SPACE DIMENSIONS AND POUR HEIGHTS |
| 209 | SECTION R610 GLASS UNIT MASONRY FIGURE R610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE |
| 210 | SECTION R611 INSULATING CONCRETE FORMWALL CONSTRUCTION |
| 211 | TABLE R611.2 REQUIREMENTS FOR ICF WALLSb FIGURE R611.3 FLAT ICF WALL SYSTEM |
| 212 | TABLE R611.3(1) DESIGN WIND PRESSURE FOR USE WITH TABLES R611.3(2), R611.4(1), AND R611.5 FOR ABOVE GRADE WALLSa |
| 213 | TABLE R611.3(2) MINIMUM VERTICAL WALL REINFORCEMENT FOR FLAT ICF ABOVE-GRADE WALLSa, b, c, d |
| 214 | TABLE R611.4(1) MINIMUM VERTICAL WALL REINFORCEMENT FOR WAFFLE-GRID ICF ABOVE-GRADE WALLSa, b, c FIGURE R611.4 WAFFLE-GRID ICF WALL SYSTEM |
| 215 | TABLE R611.5 MINIMUM VERTICAL WALL REINFORCEMENT FOR SCREEN-GRID ICF ABOVE-GRADE WALLSa, b, c FIGURE R611.5 SCREEN-GRID IFC WALL SYSTEM |
| 216 | TABLE R611.7(1) MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WALLSa FIGURE R611.7(1) ICF WALL CONSTRUCTION TABLE R611.7(1) MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WALLSa FIGURE R611.7(1) ICF WALL CONSTRUCTION |
| 217 | TABLE R611.7(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLSa, b, c, d, fNO. 4 BOTTOM BAR SIZE |
| 218 | TABLE R611.7(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLSa, b, c, d, fNO. 5 BOTTOM BAR SIZE |
| 219 | TABLE R611.7(4) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID ICF WALL LINTELSa, b, c, d, fNO. 4 BOTTOM BAR SIZE |
| 220 | TABLE R611.7(5) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID ICF WALL LINTELSa, b, c, d, fNO. 5 BOTTOM BAR SIZE |
| 221 | TABLE R611.7(6) MAXIMUM ALLOWABLE CLEAR SPANS FOR SCREEN-GRID ICF LINTELS IN LOAD-BEARING WALLSa, b, c, d,e, f, gNO. 4 BOTTOM BAR SIZE TABLE R611.7(7) MAXIMUM ALLOWABLE CLEAR SPANS FOR SCREEN-GRID ICF LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, gNO. 5 BOTTOM BAR SIZE |
| 222 | TABLE R611.7(8) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS WITHOUT STIRRUPS IN LOAD-BEARING WALLSa, b, c, d, e, f, g, h(NO. 4 OR NO. 5) BOTTOM BAR SIZE |
| 223 | TABLE R611.7(9) MINIMUM BOTTOM BAR ICF LINTEL REINFORCEMENT FOR LARGE CLEAR SPANS IN LOAD-BEARING WALLSa, b, c, d, e, f, h |
| 224 | TABLE R611.7(9A) MINIMUM SOLID END WALL LENGTH REQUIREMENTS FOR FLAT ICF WALLS (WIND PERPENDICULAR TO RIDGE)a, b, c |
| 225 | TABLE R611.7(9B) MINIMUM SOLID SIDEWALL LENGTH REQUIREMENTS FOR FLAT ICF WALLS (WIND PARALLEL TO RIDGE) a, b, c, d |
| 226 | TABLE R611.7(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS IN NONLOAD-BEARING WALLS WITHOUT STIRRUPSa,b,c,d NO. 4 BOTTOM BAR |
| 227 | TABLE R611.7(10A) MINIMUM SOLID END WALL LENGTH REQUIREMENTS FOR WAFFLE ANDSCREEN-GRID ICF WALLS (WIND PERPENDICULAR TO RIDGE)a, b |
| 228 | TABLE R611.7(10A) —continued MINIMUM SOLID END WALL LENGTH REQUIREMENTS FOR WAFFLE ANDSCREEN-GRID ICF WALLS (WIND PERPENDICULAR TO RIDGE)a, b, TABLE R611.7(10B) MINIMUM SOLID SIDE WALL LENGTH REQUIREMENTS FOR 6-INCH WAFFLE ANDSCREEN-GRID ICF WALLS (WIND PARALLEL TO RIDGE)a, b, c, d |
| 229 | TABLE R611.7(11) MINIMUM PERCENTAGE OF SOLID WALL LENGTH ALONG EXTERIOR WALL LINES FOR TOWNHOUSES IN SEISMIC DESIGNCATEGORY C AND ALL BUILDINGS IN SEISMIC DESIGN CATEGORIES D0, D1 AND D2a, b FIGURE R611.7.1.4 LAP SPLICES |
| 230 | FIGURE R611.7(2) REINFORCEMENT OF OPERNINGS FIGURE R611.7(3) ICF LINTELS FOR FLAT AND SCREEN-GRID WALLS |
| 231 | FIGURE R611.7(4) SINGLE FORM HEIGHT WAFFLE-GRID LINTEL FIGURE R611.7(5) DOUBLE FORM HEIGHT WAFFLE-GRID LINTEL |
| 232 | FIGURE R611.7(6) SINGLE FORM HEIGHT SCREEN-GRID LINTEL FIGURE R611.7(7) DOUBLE FORM HEIGHT SCREEN-GRID LINTEL |
| 233 | TABLE R611.7.4 WIND VELOCITY PRESSURE FOR DETERMINATION OFMINIMUM SOLID WALL LENGTHa |
| 234 | FIGURE R611.7.4 MINIMUM SOLID WALL LENGTH |
| 235 | TABLE R611.8(1) FLOOR LEDGER-ICF WALL CONNECTION (SIDE-BEARING CONNECTION) REQUIREMENTSa, TABLE R611.8(2) DESIGN VALUES (PLF) FOR FLOOR JOIST-TO-WALL ANCHORS REQUIRED FOR TOWNHOUSESIN SEISMIC DESIGN CATEGORY C AND ALL BUILDINGS IN SEISMIC DESIGN CATEGORIES D0, D1 AND D2a, b |
| 236 | FIGURE R611.8(1) SECTION CUT THROUGH FLAT WALL OR VERTICAL CORE OF WAFFLE- OR SCREEN-GRID WAL |
| 237 | FIGURE R611.8(2) FLOOR LEDGER—ICF WALL CONNECTION (SIDE-BEARING CONNECTION) FIGURE R611.8(3) FLOOR LEDGER—ICF WALL CONNECTION (LEDGE-BEARING CONNECTION) |
| 238 | FIGURE R611.8(4) WOOD FLOOR LEDGER—ICF WALL SYSTEM CONNECTION(THROUGH-BOLT SIDE-BEARING CONNECTION) FIGURE R611.8(5) FLOOR LEDGER—ICF WALL CONNECTION |
| 239 | FIGURE R611.8(6) ANCHORAGE REQUIREMENTS FOR TOP BEARING WALLS FOR TOWNHOUSES IN SEISMIC DESIGN CATEGORY CAND ALL BUILDINGS IN SEISMIC DESIGN CATEGORIES D0, D1, AND D2 FOR FLOOR FRAMING PARALLEL TO WALL FIGURE R611.8(7) ANCHORAGE REQUIREMENTS FOR LEDGER BEARING WALLS FOR TOWNHOUSES IN SEISMIC DESIGN CATEGORY C AND ALLBUILDINGS IN SEISMIC DESIGN CATEGORIES D0, D1 AND D2 FOR FLOOR FRAMING PARALLEL TO WALL |
| 240 | TABLE R611.9 DESIGN TENSILE STRENGTH OF HEADED BOLTS CAST IN CONCRETEa FIGURE R611.9 ROOF SILL PLATE—ICF WALL CONNECTION |
| 241 | SECTION R612 CONVENTIONALLY FORMED CONCRETE WALLCONSTRUCTION SECTION R613 EXTERIOR WINDOWS AND GLASS DOORS |
| 242 | FIGURE R613.8(1)THROUGH THE FRAME FIGURE R613.8(2) FRAME CLIP FIGURE R613.8(3) THROUGH THE FRAME FIGURE R613.8(4) FRAME CLIP |
| 243 | FIGURE R613.8(5) THROUGH THE FLANGE FIGURE R613.8(6) THROUGH THE FRAME FIGURE R613.8(7) FRAME CLIP FIGURE R613.8(8) THROUGH THE FLANGE |
| 245 | CHAPTER 7 WALL COVERING SECTION R701 GENERAL SECTION R702 INTERIOR COVERING TABLE R702.1(1) THICKNESS OF PLASTER TABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa |
| 246 | TABLE R702.1(3) PORTLAND CEMENT PLASTER |
| 247 | TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD |
| 248 | TABLE R702.3.7 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMEDGYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES SECTION R703 EXTERIOR COVERING |
| 250 | TABLE R703.4 WEATHER–RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS |
| 251 | TABLE R703.5.2 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa,b,c(Dimensions are in inches) |
| 253 | FIGURE R703.7 MASONRY VENEER WALL DETAILS |
| 254 | FIGURE R703.7—continued MASONRY VENEER WALL DETAILS |
| 255 | TABLE R703.7(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOODOR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C TABLE R703.7.3 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa, b |
| 256 | TABLE R703.7(2) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, WOODFRAMING, SEISMIC DESIGN CATEGORIES D0, D1 AND D2 |
| 257 | FIGURE R703.7(1) HOLD DOWNS AT EXTERIOR AND INTERIOR BRACED WALL PANELS WHEN USING STONE OR MASONRY VENEE |
| 258 | FIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS |
| 261 | CHAPTER 8 ROOF-CEILING CONSTRUCTION SECTION R801 GENERAL SECTION R802 WOOD ROOF FRAMING |
| 264 | TABLE R802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics without storage, live load = 10 psf, L/ = 240) |
| 265 | TABLE R802.4(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics without storage, live load = 10 psf, L/ = 240) |
| 266 | TABLE R802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics with limited storage, live load = 20 psf, L/ = 240) |
| 267 | TABLE R802.4(2) —continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics with limited storage, live load = 20 psf, L/ = 240) |
| 268 | TABLE R802.5.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load=20 psf, ceiling not attached to rafters, L/ = 180) |
| 269 | TABLE R802.5.1(1) —continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load=20 psf, ceiling not attached to rafters, L/ = 180) |
| 270 | TABLE R802.5.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load=20 psf, ceiling attached to rafters, L/ = 240) |
| 271 | TABLE R802.5.1(2) —continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load=20 psf, ceiling attached to rafters, L/ = 240) |
| 272 | TABLE R802.5.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load=30 psf, ceiling not attached to rafters, L/ = 180) |
| 273 | TABLE R802.5.1(3) —continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load=30 psf, ceiling not attached to rafters, L/ = 180) |
| 274 | TABLE R802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load=50 psf, ceiling not attached to rafters, L/ = 180) |
| 275 | TABLE R802.5.1(4) —continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load=50 psf, ceiling not attached to rafters, L/ = 180) |
| 276 | TABLE R802.5.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load=30 psf, ceiling attached to rafters, L/ = 240) |
| 277 | TABLE R802.5.1(5) —continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load=30 psf, ceiling attached to rafters, L/ = 240) |
| 278 | TABLE R802.5.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load=50 psf, ceiling attached to rafters, L/ = 240) |
| 279 | TABLE R802.5.1(6) —continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load=50 psf, ceiling attached to rafters, L/ = 240) |
| 280 | TABLE R802.5.1(7) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD(Ceiling not attached to rafters, L/ = 180) |
| 281 | TABLE R802.5.1(7) —continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L/ = 180) |
| 282 | TABLE R802.5.1(8) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L/ = 240) |
| 283 | TABLE R802.5.1(8) —continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOADa(Ceiling attached to rafters, L/ = 240) |
| 284 | TABLE R802.5.1(9) RAFTER/CEILING JOIST HEEL JOINT CONNECTIONSa, b, c, d, e, f, g |
| 285 | FIGURE R802.5.1 BRACED RAFTER CONSTRUCTION |
| 286 | TABLE R802.11 REQUIRED STRENGTH OF TRUSS OR RAFTER CONNECTIONS TO RESIST WIND UPLIFT FORCESa, b, c, e, f (Pounds per connection SECTION R803 ROOF SHEATHING TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING SECTION R804 STEEL ROOF FRAMING |
| 287 | TABLE R804.2(1) LOAD-BEARING COLD-FORMED STEEL MEMBER SIZES TABLE R804.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL ROOF FRAMING MEMBERS |
| 288 | TABLE R804.2.4 SCREW SUBSTITUTION FACTOR FIGURE R804.2(3) WEB HOLES |
| 289 | TABLE R804.3 ROOF FRAMING FASTENING SCHEDULEa,b FIGURE R804.3 STEEL ROOF CONSTRUCTION |
| 290 | TABLE R804.3.1(1) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b, c 33 ksi STEEL |
| 291 | TABLE R804.3.1(2) CEILING JOIST SPANSTWO EQUAL SPANS WITH BEARING STIFFENERS10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b, c 33 ksi STEEL |
| 292 | TABLE R804.3.1(3) CEILING JOIST SPANSSINGLE SPANS WITH BEARING STIFFENERS20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c 33 ksi STEEL |
| 293 | TABLE R804.3.1(4) CEILING JOIST SPANSTWO EQUAL SPANS WITH BEARING STIFFENERS20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c 33 ksi STEEL |
| 294 | TABLE R804.3.1(5) CEILING JOIST SPANSSINGLE SPANS WITHOUT BEARING STIFFENERS10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b 33 ksi STEEL |
| 295 | TABLE R804.3.1(6) CEILING JOIST SPANSTWO EQUAL SPANS WITHOUT BEARING STIFFENERS10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b 33 ksi STEEL |
| 296 | TABLE R804.3.1(7) CEILING JOIST SPANSSINGLE SPANS WITHOUT BEARING STIFFENERS20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b 33 ksi STEEL |
| 297 | TABLE R804.3.1(8) CEILING JOIST SPANSTWO EQUAL SPANS WITHOUT BEARING STIFFENERS20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b 33 ksi STEEL |
| 298 | FIGURE R804.3.1(1) JOIST TO RAFTER CONNECTION TABLE R804.3.1 NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO RAFTER CONNECTIONa |
| 299 | TABLE R804.3.3(1) ALLOWABLE HORIZONTAL RAFTER SPANSa, b, c 33 ksi STEEL |
| 300 | TABLE R804.3.3(2) BASIC WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION TABLE R804.3.3.1 NUMBER OF SCREWS REQUIRED AT EACH LEG OF CLIPANGLE FOR RAFTER TO RIDGE MEMBER CONNECTIONa FIGURE R804.3.3.1 RIDGE BOARD CONNECTION |
| 301 | FIGURE R804.3.6 HOLE PATCHING |
| 302 | FIGURE R804.3.7(1) SPLICED CEILING JOISTS FIGURE R804.3.7(2) TRACK SPLICE |
| 303 | FIGURE R804.3.8 BEARING STIFFENER FIGURE R804.3.10(1) ROOF OPENING |
| 304 | FIGURE R804.3.10(2) HEADER TO TRIMMER CONNECTION SECTION R805 CEILING FINISHES SECTION R806 ROOF VENTILATION SECTION R807 ATTIC ACCESS SECTION R808 INSULATION CLEARANCE |
| 305 | CHAPTER 9 ROOF ASSEMBLIES SECTION R901 GENERAL SECTION R902 ROOF CLASSIFICATION SECTION R903 WEATHER PROTECTION SECTION R904 MATERIALS |
| 306 | FIGURE R903.5 HAIL EXPOSURE MAP |
| 307 | SECTION R905 REQUIREMENTS FOR ROOF COVERINGS |
| 308 | TABLE R905.2.8.2 VALLEY LINING MATERIAL |
| 309 | TABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT |
| 310 | TABLE R905.6.5 SLATE SHINGLE HEADLAP TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS |
| 311 | TABLE R905.7.5 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS |
| 312 | TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE |
| 313 | TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS TABLE R905.10.3(1) METAL ROOF COVERINGS STANDARDS |
| 314 | TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS |
| 315 | SECTION R906 ROOF INSULATION TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION R907 REROOFING |
| 317 | CHAPTER 10 CHIMNEYS AND FIREPLACES SECTION R1001 MASONRY FIREPLACES |
| 318 | TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS |
| 319 | FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS |
| 320 | FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES |
| 321 | SECTION R1002 MASONRY HEATERS SECTION R1003 MASONRY CHIMNEYS |
| 323 | TABLE R1003.14(1) NET CROSS–SECTIONAL AREA OF ROUND FLUE SIZESa TABLE R1003.14(2) NET CROSS–SECTIONAL AREA OF SQUARE ANDRECTANGULAR FLUE SIZE |
| 324 | FIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS |
| 325 | FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES TABLE R1003.20 CRICKET DIMENSIONS SECTION R1004 FACTORY-BUILT FIREPLACES SECTION R1005 FACTORY-BUILT CHIMNEYS |
| 326 | FIGURE R1003.20 CHIMNEY CRICKET SECTION R1006 EXTERIOR AIR SUPPLY |
| 327 | PART IV — ENERGY CONSERVATION CHAPTER 11 ENERGY |
| 329 | PART V — MECHANICAL CHAPTER 12 MECHANICAL |
| 331 | PART VII — PLUMBING CHAPTER 25 PLUMBING |
| 333 | PART VIII — ELECTRICAL CHAPTER 34 ELECTRICAL |
| 335 | Part IX—REFERENCED STANDARDS CHAPTER 43 REFERENCED STANDARDS AAMA ACI ACCA AFPA |
| 336 | AHA AISI AITC ANSI |
| 337 | APA ASCE |
| 338 | ASHRAE ASME |
| 339 | ASSE ASTM |
| 346 | AWS AWPA AWWA CGSB |
| 347 | CISPI CPSC CSA |
| 348 | CSSB DASMA DOC |
| 349 | DOTn FEMA FM GA HPVA ICC |
| 350 | ISO MSS NAIMA NCMA NFPA |
| 351 | NFRC NSF SAE SMACNA TMS TPI |
| 352 | UL ULC |
| 353 | WDMA |
| 355 | APPENDIX A SAMPLE ADOPTION ORDINANCES SAMPLE ADOPTION ORDINANCES |
| 357 | SELF-PERPETUATING SAMPLE ORDINANCE – EXAMPLE |
| 358 | ACCESSIBILITY ORDINANCE – EXAMPLE |
| 359 | APPENDIX B SAMPLE FEE SCHEDULES |
| 363 | APPENDIX C GUIDELINES FOR SPECIAL INSPECTIONS AND TESTING |
| 365 | APPENDIX D MISCELLANEOUS STATUTES RELATED TOSTATE BUILDING CODE ADMINISTRATION |
| 385 | APPENDIX E STATUTORY HOUSING WARRANTIES |
| 389 | APPENDIX F DOCUMENT AND AGENCY RESOURCES |
| 393 | INDEX |
