MI ResidentialCode 06 2006
$45.23
Michigan Residential Code
| Published By | Publication Date | Number of Pages |
| MI | 2006 | 659 |
This is a fully integrated custom code based on the 2006 International Residential Code.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2006 MICHIGAN RESIDENTIAL CODE |
| 2 | 2006 MICHIGAN RESIDENTIAL CODE TITLE PAGE |
| 3 | COPYRIGHT |
| 4 | PREFACE |
| 6 | SAMPLE OF ORDINANCE |
| 8 | TABLE OF CONTENTS |
| 16 | PART I – ADMINISTRATIVE CHAPTER 1- ADMINISTRATION SECTION R101 TITLE, SCOPE AND PURPOSE SECTION R102 APPLICABILITY SECTION R103 DEPARTMENT OF BUILDING SAFETY SECTION R104 DUTIES AND POWERS OF THE BUILDING OFFICIAL |
| 17 | SECTION R105 PERMITS |
| 19 | SECTION R106 CONSTRUCTION DOCUMENTS |
| 20 | SECTION R107 TEMPORARY STRUCTURES AND USES SECTION R108 FEES |
| 21 | SECTION R109 INSPECTIONS SECTION R110 CERTIFICATE OF OCCUPANCY |
| 22 | SECTION R111 SERVICE UTILITIES SECTION R112 BOARD OF APPEALS |
| 23 | SECTION R113 VIOLATIONS SECTION R114 STOP WORK ORDER |
| 24 | PART II – DEFINITIONS CHAPTER 2 – DEFINITIONS SECTION R201 GENERAL SECTION R202 DEFINITIONS |
| 38 | PART III – BUILDING PLANNING AND CONSTRUCTION CHAPTER 3 – BUILDING PLANNING SECTION R301 DESIGN CRITERIA |
| 39 | TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA |
| 40 | TABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (psf) |
| 41 | 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) |
| 42 | FIGURE R301.2(2)SEISMIC DESIGN CATEGORIES—SITE CLASS D |
| 43 | FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D |
| 44 | FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D |
| 45 | FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D |
| 46 | FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D |
| 47 | FIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETE |
| 48 | FIGURE R301.2(4) BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL |
| 49 | FIGURE R301.2(4)—continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL |
| 50 | FIGURE R301.2(4)—continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL |
| 51 | FIGURE R301.2(4)—continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL |
| 52 | FIGURE R301.2(4)—continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL |
| 53 | FIGURE R301.2(5) GROUND SNOW LOAD, Pg, FOR MICHIGAN (lb/ft2) |
| 54 | FIGURE R301.2(6) TERMITE INFESTATION PROBABILITY MAP |
| 55 | FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES |
| 56 | TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c TABLE R301.2.1.3 EQUIVALENT BASIC WIND SPEEDSa |
| 57 | TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION TABLE R301.2.2.2.1 WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOADa |
| 60 | TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSa,b,c |
| 61 | SECTION R302 EXTERIOR WALL LOCATION TABLE R302.1 EXTERIOR WALLS SECTION R303 LIGHT, VENTILATION AND HEATING |
| 62 | SECTION R304 MINIMUM ROOM AREAS SECTION R305 CEILING HEIGHT |
| 63 | SECTION R306 SANITATION SECTION R307 TOILET, BATH AND SHOWER SPACES FIGURE R307.1 MINIMUM FIXTURE CLEARANCES |
| 64 | SECTION R308 GLAZING TABLE R308.3 MINIMUM CATEGORY CLASSIFICATION OF GLAZING |
| 66 | SECTION R309 GARAGES AND CARPORTS SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS |
| 67 | SECTION R311 MEANS OF EGRESS |
| 69 | SECTION R312 GUARDS |
| 70 | SECTION R313 SMOKE ALARMS |
| 71 | SECTION R314 FOAM PLASTIC |
| 72 | SECTION R315 FLAME SPREAD AND SMOKE DENSITY |
| 73 | SECTION R316 INSULATION SECTION R317 DWELLING UNIT SEPARATION |
| 75 | SECTION R318 MOISTURE VAPOR RETARDERS SECTION R319 PROTECTION AGAINST DECAY |
| 76 | SECTION R320 PROTECTION AGAINSTSUBTERRANEAN TERMITES SECTION R321 SITE ADDRESS |
| 77 | SECTION R322 ACCESSIBILITY SECTION R323 ELEVATORS AND PLATFORM LIFT SECTION R324 FLOOD-RESISTANT CONSTRUCTION |
| 80 | CHAPTER 4 – FOUNDATIONS SECTION R401 GENERAL TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS SECTION R402 MATERIALS |
| 81 | TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SECTION R403 FOOTINGS TABLE R403.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS |
| 82 | FIGURE R403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS |
| 83 | FIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION |
| 84 | FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION |
| 86 | FIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES |
| 87 | 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 |
| 88 | FIGURE R403.3(2) AIR–FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD |
| 89 | FIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE |
| 90 | FIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE SECTION R404 FOUNDATION AND RETAINING WALLS |
| 92 | TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLS |
| 93 | TABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 5 INCHESa |
| 94 | TABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 6.75 INCHESa |
| 95 | TABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 8.75 INCHESa |
| 96 | TABLE R404.1.1(5) CONCRETE FOUNDATION WALLSh |
| 97 | TABLE R404.1.1(5)—continued CONCRETE FOUNDATION WALLSh FIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS |
| 98 | TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure) |
| 100 | TABLE R404.4(1) 5.5-INCH THICK FLAT ICF FOUNDATION WALLSa |
| 101 | TABLE R404.4(2) 7.5-INCH-THICK FLAT ICF FOUNDATION WALLSa, b, c, |
| 102 | TABLE R404.4(3) 9.5-INCH-THICK FLAT ICF FOUNDATION WALLSa, b, c, d, e |
| 103 | TABLE R404.4(4) WAFFLE GRID ICF FOUNDATION WALLSa |
| 104 | TABLE R404.4(5) SCREEN-GRID ICF FOUNDATION WALLSa SECTION R405 FOUNDATION DRAINAGE |
| 105 | SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING |
| 106 | SECTION R407 COLUMNS SECTION R408 UNDER-FLOOR SPACE |
| 107 | TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM |
| 108 | CHAPTER 5 – FLOORS SECTION R501 GENERAL SECTION R502 WOOD FLOOR FRAMING |
| 109 | FIGURE R502.2 FLOOR CONSTRUCTION |
| 110 | TABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential sleeping areas, live load = 30 psf, L/Δ = 360)a |
| 111 | TABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/ = 360)b |
| 112 | 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, |
| 113 | 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) |
| 114 | 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) |
| 115 | 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) |
| 116 | FIGURE R502.8 CUTTING, NOTCHING AND DRILLING |
| 117 | SECTION R503 FLOOR SHEATHING TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING |
| 118 | TABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENTa |
| 119 | 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 |
| 120 | TABLE R505.2(1) COLD-FORMED STEEL JOIST SIZES TABLE R505.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBE |
| 121 | FIGURE R505.2(1) C-SECTION FIGURE R505.2(2) TRACK SECTION FIGURE R505.2(3) FLOOR JOIST WEB HOLES |
| 122 | TABLE R505.2.4 SCREW SUBSTITUTION FACTOR FIGURE R505.3 STEEL FLOOR CONSTRUCTION |
| 123 | FIGURE R505.3—continued STEEL FLOOR CONSTRUCTION |
| 124 | TABLE R505.3.1(1) FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS TABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa |
| 125 | FIGURE R505.3.1 (1) FLOOR TO LOAD-BEARING WALL STUD CONNECTION FIGURE R505.3.1 (2) FLOOR TO WOOD SILL CONNECTION |
| 126 | FIGURE R505.3.1 (3) FLOOR TO FOUNDATION CONNECTION FIGURE R505.3.1 (4) FLOOR CANTILEVER TO LOAD-BEARING WALL CONNECTION |
| 127 | FIGURE R505.3.1 (5) FLOOR CANTILEVER TO WOOD SILL CONNECTION FIGURE R505.3.1 (6) FLOOR CANTILEVER TO FOUNDATION CONNECTION |
| 128 | FIGURE R505.3.1 (7) CONTINUOUS JOIST SPAN SUPPORTED ON STUD FIGURE R505.3.1 (8) LAPPED JOISTS SUPPORTED ON STUD |
| 129 | TABLE R505.3.2(1) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—SINGLE SPANSa, b 33 ksi STEEL FIGURE R505.3.4 BEARING STIFFENER |
| 130 | TABLE R505.3.2(2) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—MULTIPLE SPANSa, b 33 ksi STEEL FIGURE R505.3.6 HOLE PATCH |
| 131 | TABLE R505.3.2(3) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—MULTIPLE SPANSa, b 50 ksi STEEL FIGURE R505.3.8 TRACK SPLICE |
| 132 | SECTION R506 CONCRETE FLOORS (ON GROUND) |
| 134 | CHAPTER 6 – WALL CONSTRUCTION SECTION R601GENERAL SECTION R602 WOOD WALL FRAMING |
| 135 | TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS |
| 136 | TABLE R602.3(1)—continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS |
| 137 | TABLE R602.3(2) ALTERNATE ATTACHMENTS |
| 138 | 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 |
| 139 | FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING |
| 140 | FIGURE R602.3(2) FRAMING DETAILS |
| 141 | TABLE R602.3.1 MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 mph OR LESS IN SEISMIC DESIGN CATEGORIES A, B, C and D0, D1 AND D2b, c |
| 142 | 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 |
| 143 | FIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS |
| 144 | FIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS |
| 145 | FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING |
| 146 | TABLE R602.7.2 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa FIGURE R602.7.2 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION |
| 148 | TABLE R602.10.1 WALL BRACING |
| 149 | TABLE R602.10.5 LENGTH REQUIREMENTS FOR BRACED WALL PANELS IN A CONTINUOUSLY SHEATHED WALLa, FIGURE R602.10.5 TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS STRUCTURAL PANEL SHEATHING; SHOWING REQUIRED STUD-TO-STUD NAILING |
| 151 | TABLE R602.10.6 MINIMUM WIDTHS AND TIE-DOWN FORCES OF ALTERNATE BRACED WALL PANELS FIGURE R602.10.6.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING |
| 153 | FIGURE R602.11.3 STEPPED FOUNDATION CONSTRUCTION SECTION R603 STEEL WALL FRAMING |
| 154 | TABLE R603.2(1) LOAD-BEARING COLD-FORMED STEEL STUD SIZES TABLE R603.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL STUDS |
| 155 | FIGURE R603.2(1) C-SECTION FIGURE R603.2(2) TRACK SECTION FIGURE R603.2(3) WEB HOLES TABLE R603.2.4 SCREW SUBSTITUTION FACTOR |
| 157 | FIGURE R603.3 STEEL WALL CONSTRUCTION TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa |
| 158 | FIGURE R603.3.1(1) WALL TO FOUNDATION CONNECTION FIGURE R603.3.1(2) WALL TO WOOD SILL CONNECTION |
| 159 | TABLE R603.3.2(1) WALL FASTENING SCHEDULEa FIGURE R603.3.5 HOLE PATCH |
| 160 | FIGURE R603.3.6 TRACK SPLICE FIGURE R603.4 CORNER FRAMING |
| 161 | TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 ksi STEEL |
| 162 | TABLE R603.3.2(3) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 50 ksi STEEL |
| 163 | TABLE R603.3.2(4) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 ksi STEEL |
| 164 | TABLE R603.3.2(5) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 50 ksi STEEL |
| 165 | TABLE R603.3.2(6) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 ksi STEEL |
| 166 | TABLE R603.3.2(7) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 50 ksi STEEL |
| 167 | TABLE R603.3.2(8) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 ksi STEEL |
| 168 | TABLE R603.3.2(9) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 50 ksi STEEL |
| 169 | TABLE R603.3.2(10) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 ksi STEEL |
| 170 | TABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 50 ksi STEEL |
| 171 | TABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 33 ksi STEEL |
| 172 | TABLE R603.3.2(13) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 50 ksi STEEL |
| 173 | TABLE R603.3.2(14) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 33 ksi STEEL |
| 174 | TABLE R603.3.2(15) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 50 ksi STEEL |
| 175 | TABLE R603.3.2(16) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 33 ksi STEEL |
| 176 | TABLE R603.3.2(17) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 50 ksi STEEL |
| 177 | TABLE R603.3.2(18) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 33 ksi STEEL |
| 178 | TABLE R603.3.2(19) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 50 ksi STEEL |
| 179 | TABLE R603.3.2(20) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 33 ksi STEEL |
| 180 | TABLE R603.3.2(21) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 50 ksi STEEL |
| 181 | TABLE R603.6(1) BOX-BEAM HEADER SPANS Headers supporting roof and ceiling only (33 ksi steel) |
| 182 | TABLE R603.6(2) BOX-BEAM HEADER SPANS Headers supporting roof and ceiling only (33 ksi steel)a, |
| 183 | TABLE R603.6(3) BOX-BEAM HEADER SPANS Headers supporting one floor, roof and ceiling (33 ksi steel)a, b |
| 184 | TABLE R603.6(4) BOX-BEAM HEADER SPANS Headers supporting one floor, roof and ceiling (33 ksi steel)a, b, c |
| 185 | TABLE R603.6(5) BACK-TO-BACK HEADER SPANS Headers supporting roof and ceiling only (33 ksi steel)a, b, c |
| 186 | TABLE R603.6(6) BACK-TO-BACK HEADER SPANS Headers supporting roof and ceiling only (33 ksi steel)a, b, c |
| 187 | TABLE R603.6(7) BACK-TO-BACK HEADER SPANS Headers supporting one floor, roof and ceiling (33 ksi steel)a, b, c |
| 188 | TABLE R603.6(8) BACK-TO-BACK HEADER SPANS Headers supporting one floor, roof and ceiling (33 ksi steel)a, |
| 189 | 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 TABLE R603.6(11) HEAD TRACK SPAN (33 ksi Steel) |
| 190 | FIGURE R603.6 HEADER DETAIL |
| 191 | TABLE R603.7 MINIMUM 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 |
| 192 | TABLE R606.5 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY |
| 193 | TABLE R606.9 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS |
| 194 | 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 |
| 195 | FIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C |
| 196 | FIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1 OR D2 |
| 198 | TABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDING ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D |
| 199 | TABLE R606.12.4.1 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 TABLE R606.12.4.2MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 TABLE R606.15.1 MINIMUM CORROSION PROTECTION SECTION R607 UNIT MASONRY |
| 200 | TABLE R607.1 MORTAR PROPORTIONSa SECTION R608 MULTIPLE WYTHE MASONRY |
| 201 | SECTION R609 GROUTED MASONRY |
| 202 | TABLE R609.1.1 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION TABLE R609.1.2 GROUT SPACE DIMENSIONS AND POUR HEIGHTS |
| 203 | SECTION R610 GLASS UNIT MASONRY FIGURE R610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE |
| 204 | SECTION R611 INSULATING CONCRETE FORM WALL CONSTRUCTION |
| 205 | TABLE R611.2 REQUIREMENTS FOR ICF WALLSb |
| 206 | FIGURE R611.3 FLAT ICF WALL SYSTEM TABLE R611.3(1) DESIGN WIND PRESSURE FOR USE WITH TABLES R611.3(2), R611.4(1), AND R611.5 FOR ABOVE GRADE WALLSa |
| 207 | TABLE R611.3(2) MINIMUM VERTICAL WALL REINFORCEMENT FOR FLAT ICF ABOVE-GRADE WALLSa, b, c, d |
| 208 | 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 |
| 209 | TABLE R611.5 MINIMUM VERTICAL WALL REINFORCEMENT FOR SCREEN-GRID ICF ABOVE-GRADE WALLSa, b, c FIGURE R611.5 SCREEN-GRID IFC WALL SYSTEM |
| 210 | TABLE R611.7(1) MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WALLSa FIGURE R611.7(1) ICF WALL CONSTRUCTION |
| 212 | TABLE R611.7(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLSa, b, c, d, f NO. 4 BOTTOM BAR SIZE |
| 213 | TABLE R611.7(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLSa, b, c, d, f NO. 5 BOTTOM BAR SIZE |
| 214 | TABLE R611.7(4) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID ICF WALL LINTELSa, b, c, d, f NO. 4 BOTTOM BAR SIZE |
| 215 | TABLE R611.7(5) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID ICF WALL LINTELSa, b, c, d, f NO. 5 BOTTOM BAR SIZE |
| 216 | TABLE R611.7(6) MAXIMUM ALLOWABLE CLEAR SPANS FOR SCREEN-GRID ICF LINTELS IN LOAD-BEARING WALLSa, b, c, d,e, f, g NO. 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, g NO. 5 BOTTOM BAR SIZE |
| 217 | 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 |
| 218 | TABLE R611.7(9) MINIMUM BOTTOM BAR ICF LINTEL REINFORCEMENT FOR LARGE CLEAR SPANS IN LOAD-BEARING WALLSa, b, c, d, e, f, h |
| 219 | TABLE R611.7(9A) MINIMUM SOLID END WALL LENGTH REQUIREMENTS FOR FLAT ICF WALLS (WIND PERPENDICULAR TO RIDGE)a, b, c |
| 220 | TABLE R611.7(9B) MINIMUM SOLID SIDEWALL LENGTH REQUIREMENTS FOR FLAT ICF WALLS (WIND PARALLEL TO RIDGE) a, b, c, |
| 221 | TABLE R611.7(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS IN NONLOAD-BEARING WALLS WITHOUT STIRRUPSa,b,c,d NO. 4 BOTTOM BAR |
| 222 | TABLE R611.7(10A) MINIMUM SOLID END WALL LENGTH REQUIREMENTS FOR WAFFLE AND SCREEN-GRID ICF WALLS (WIND PERPENDICULAR TO RIDGE)a, b, c |
| 223 | TABLE R611.7(10A)—continued MINIMUM SOLID END WALL LENGTH REQUIREMENTS FOR WAFFLE AND SCREEN-GRID ICF WALLS (WIND PERPENDICULAR TO RIDGE)a, b, c TABLE R611.7(10B) MINIMUM SOLID SIDE WALL LENGTH REQUIREMENTS FOR 6-INCH WAFFLE AND SCREEN-GRID ICF WALLS (WIND PARALLEL TO RIDGE)a, b, c |
| 224 | TABLE R611.7(11) MINIMUM PERCENTAGE OF SOLID WALL LENGTH ALONG EXTERIOR WALL LINES FOR TOWNHOUSES IN SEISMIC DESIGN CATEGORY C AND ALL BUILDINGS IN SEISMIC DESIGN CATEGORIES D0, D1 AND D2a, TABLE R611.7.4 WIND VELOCITY PRESSURE FOR DETERMINATION OF MINIMUM SOLID WALL LENGTHa |
| 225 | FIGURE R611.7(2) REINFORCEMENT OF OPERNINGS FIGURE R611.7(3) ICF LINTELS FOR FLAT AND SCREEN-GRID WALLS |
| 226 | FIGURE R611.7(4) SINGLE FORM HEIGHT WAFFLE-GRID LINTEL FIGURE R611.7(5) DOUBLE FORM HEIGHT WAFFLE-GRID LINTEL |
| 227 | FIGURE R611.7(6) SINGLE FORM HEIGHT SCREEN-GRID LINTEL FIGURE R611.7(7) DOUBLE FORM HEIGHT SCREEN-GRID LINTEL |
| 228 | FIGURE R611.7.1.4 LAP SPLICES FIGURE R611.7.4 MINIMUM SOLID WALL LENGTH |
| 230 | TABLE R611.8(1) FLOOR LEDGER-ICF WALL CONNECTION (SIDE-BEARING CONNECTION) REQUIREMENTSa, b, c |
| 231 | TABLE R611.8(2) DESIGN VALUES (PLF) FOR FLOOR JOIST-TO-WALL ANCHORS REQUIRED FOR TOWNHOUSES IN SEISMIC DESIGN CATEGORY C AND ALL BUILDINGS IN SEISMIC DESIGN CATEGORIES D0, D1 AND D2a, b FIGURE R611.8(1) SECTION CUT THROUGH FLAT WALL OR VERTICAL CORE OF WAFFLE- OR SCREEN-GRID WALL |
| 232 | FIGURE R611.8(2) FLOOR LEDGER—ICF WALL CONNECTION (SIDE-BEARING CONNECTION) FIGURE R611.8(3) FLOOR LEDGER—ICF WALL CONNECTION (LEDGE-BEARING CONNECTION) |
| 233 | 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 |
| 234 | FIGURE R611.8(6) ANCHORAGE REQUIREMENTS FOR TOP BEARING WALLS FOR TOWNHOUSES IN SEISMIC DESIGN CATEGORY C AND 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 ALL BUILDINGS IN SEISMIC DESIGN CATEGORIES D0, D1 AND D2 FOR FLOOR FRAMING PARALLEL TO WALL |
| 235 | TABLE R611.9 DESIGN TENSILE STRENGTH OF HEADED BOLTS CAST IN CONCRETEa FIGURE R611.9 ROOF SILL PLATE—ICF WALL CONNECTION |
| 236 | SECTION R612 CONVENTIONALLY FORMED CONCRETE WALL CONSTRUCTION SECTION R613 EXTERIOR WINDOWS AND GLASS DOORS FIGURE R613.8(1) THROUGH THE FRAME FIGURE R613.8 (2) FRAME CLIP |
| 237 | FIGURE R613.8(3) THROUGH THE FRAME FIGURE R613.8(4) FRAME CLIP |
| 238 | 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 |
| 240 | 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 |
| 241 | TABLE R702.1(3) PORTLAND CEMENT PLASTER |
| 242 | TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD |
| 243 | TABLE R702.3.7 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES SECTION R703 EXTERIOR COVERING |
| 245 | TABLE R703.4 WEATHER–RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS |
| 246 | TABLE R703.5.2 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa |
| 247 | FIGURE R703.7(a) MASONRY VENEER WALL DETAILS FIGURE R703.7(b)—continued MASONRY VENEER WALL DETAILS FIGURE R703.7(c)—continued MASONRY VENEER WALL DETAILS FIGURE R703.7(d)—continued MASONRY VENEER WALL DETAILS |
| 248 | FIGURE R703.7(e)—continued MASONRY VENEER WALL DETAILS FIGURE R703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES |
| 249 | FIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF CONSTRUCTION TABLE R703.7(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C |
| 250 | 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 |
| 251 | FIGURE R703.7(1) HOLD DOWNS AT EXTERIOR AND INTERIOR BRACED WALL PANELS WHEN USING STONE OR MASONRY VENEER FIGURE R703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES |
| 252 | FIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS |
| 253 | TABLE R703.7.3 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa, |
| 254 | CHAPTER 8 – ROOF-CEILING CONSTRUCTION SECTION R801GENERAL SECTION R802 WOOD ROOF FRAMING |
| 257 | FIGURE 802.10.1 ROOF LOADING DATA SHEET |
| 258 | TABLE R802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 259 | TABLE R802.4(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 260 | TABLE R802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240) |
| 261 | TABLE R802.4(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240) |
| 262 | TABLE R802.5.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L/Δ = 180) |
| 263 | 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) |
| 264 | TABLE R802.5.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L/Δ = 240) |
| 265 | TABLE R802.5.1(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L/Δ = 240) |
| 266 | TABLE R802.5.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L/Δ = 180) |
| 267 | 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) |
| 268 | TABLE R802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L/Δ = 180) |
| 269 | TABLE R802.5.1(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L/Δ = 180) |
| 270 | TABLE R802.5.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L/Δ = 240) |
| 271 | TABLE R802.5.1(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L/Δ = 240) |
| 272 | TABLE R802.5.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L/Δ = 240) |
| 273 | TABLE R802.5.1(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L/Δ = 240 |
| 274 | TABLE R802.5.1(7) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L/Δ = 180) |
| 275 | TABLE R802.5.1(7)—continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L/Δ = 180) |
| 276 | TABLE R802.5.1(8) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L/Δ = 240) |
| 277 | TABLE R802.5.1(8)—continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOADa (Ceiling attached to rafters, L/Δ = 240) |
| 278 | TABLE R802.5.1(9) RAFTER/CEILING JOIST HEEL JOINT CONNECTIONSa, b, c, |
| 279 | FIGURE R802.5.1 BRACED RAFTER CONSTRUCTION |
| 280 | 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 |
| 281 | TABLE R804.2(1) LOAD-BEARING COLD-FORMED STEEL MEMBER SIZES TABLE R804.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL ROOF FRAMING MEMBERS |
| 282 | FIGURE R804.2(3) WEB HOLES TABLE R804.2.4 SCREW SUBSTITUTION FACTOR |
| 283 | TABLE R804.3 ROOF FRAMING FASTENING SCHEDULEa FIGURE R804.3 STEEL ROOF CONSTRUCTION |
| 284 | TABLE R804.3.1(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 |
| 285 | TABLE R804.3.1(2) CEILING JOIST SPANS TWO EQUAL SPANS WITH BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b, c 33 ksi STEEL |
| 286 | TABLE R804.3.1(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 |
| 287 | TABLE R804.3.1(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 |
| 288 | TABLE R804.3.1(5) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b 33 ksi STEEL |
| 289 | TABLE R804.3.1(6) CEILING JOIST SPANS TWO EQUAL SPANS WITHOUT BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b 33 ksi STE |
| 290 | TABLE R804.3.1(7) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b 33 ksi STEEL |
| 291 | TABLE R804.3.1(8) CEILING JOIST SPANS TWO EQUAL SPANS WITHOUT BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b 33 ksi STEEL |
| 292 | FIGURE R804.3.1(1) JOIST TO RAFTER CONNECTION TABLE R804.3.1 NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO RAFTER CONNECTIONa |
| 294 | TABLE R804.3.3(1) ALLOWABLE HORIZONTAL RAFTER SPANSa, b, c 33 ksi STEEL TABLE R804.3.3(2) BASIC WIND SPEED TO EQUIVALENT SNOW LOAD CONVERS |
| 295 | TABLE R804.3.3.1 NUMBER OF SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR RAFTER TO RIDGE MEMBER CONNECTIONa FIGURE R804.3.3.1 RIDGE BOARD CONNECTION FIGURE R804.3.6 HOLE PATCHING |
| 296 | FIGURE R804.3.7(1) SPLICED CEILING JOISTS FIGURE R804.3.7(2) TRACK SPLICE |
| 297 | FIGURE R804.3.8 BEARING STIFFENER FIGURE R804.3.10(1) ROOF OPENING |
| 298 | FIGURE R804.3.10(2) HEADER TO TRIMMER CONNECTION SECTION R805 CEILING FINISHES SECTION R806 ROOF VENTILATION |
| 299 | SECTION R807 ATTIC ACCESS SECTION R808 INSULATION CLEARANCE |
| 300 | CHAPTER 9 – ROOF ASSEMBLIES SECTION R901 GENERAL SECTION R902 ROOF CLASSIFICATION SECTION R903 WEATHER PROTECTION SECTION R904 MATERIALS |
| 301 | FIGURE R903.5 HAIL EXPOSURE MAP |
| 302 | SECTION R905 REQUIREMENTS FOR ROOF COVERINGS |
| 303 | TABLE R905.2.8.2 VALLEY LINING MATERIAL |
| 304 | TABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT |
| 305 | TABLE R905.6.5 SLATE SHINGLE HEADLAP TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS |
| 306 | TABLE R905.7.5 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS |
| 307 | TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE |
| 308 | TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS TABLE R905.10.3(1) METAL ROOF COVERINGS STANDARDS |
| 309 | TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS SECTION R906 ROOF INSULATION TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION |
| 310 | SECTION R907 REROOFING |
| 312 | CHAPTER 10 – CHIMNEYS AND FIREPLACES SECTION R1001 MASONRY FIREPLACES |
| 313 | TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS |
| 314 | FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS |
| 315 | FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES |
| 316 | SECTION R1002 MASONRY HEATERS SECTION R1003 MASONRY CHIMNEYS |
| 318 | 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 |
| 319 | FIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS |
| 320 | FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES TABLE R1003.20 CRICKET DIMENSIONS SECTION R1004 FACTORY-BUILT FIREPLACES SECTION R1005 FACTORY-BUILT CHIMNEYS |
| 321 | FIGURE R1003.20 CHIMNEY CRICKET SECTION R1006 EXTERIOR AIR SUPPLY |
| 322 | PART IV – ENERGY CONSERVATION CHAPTER 11 – ENERGY EFFICIENCY |
| 324 | PART V – MECHANICAL CHAPTER 12 – MECHANICAL ADMINISTRATION SECTION M 1201 GENERAL SECTION M 1202 EXISTING MECHANICAL SYSTEMS |
| 326 | CHAPTER 13 – GENERAL MECHANICAL SYSTEM REQUIREMENTS SECTION M1301 GENERAL SECTION M1302 APPROVAL SECTION M1303 LABELING OF APPLIANCES SECTION M1304 TYPE OF FUEL SECTION M1305 APPLIANCE ACCESS |
| 327 | SECTION M1306 CLEARANCES FROM COMBUSTIBLECONSTRUCTION |
| 328 | TABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTIONa, b, |
| 329 | FIGURE M 1306.1 REDUCED CLEARANCE DIAGRAM FIGURE M 1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM |
| 330 | SECTION M1307 APPLIANCE INSTALLATION SECTION M1308 MECHANICAL SYSTEMS INSTALLATION |
| 332 | CHAPTER 14 – HEATING AND COOLING EQUIPMENT SECTION M1401 GENERAL SECTION M1402 CENTRAL FURNACES SECTION M1403 HEAT PUMP EQUIPMENT SECTION M1404 REFRIGERATION COOLING EQUIPMENT SECTION M1405 BASEBOARD CONVECTORS SECTION M1406 RADIANT HEATING SYSTEMS |
| 333 | SECTION M1407 DUCT HEATERS SECTION M1408 VENTED FLOOR FURNACES SECTION M1409 VENTED WALL FURNACES |
| 334 | SECTION M1410 VENTED ROOM HEATERS SECTION M1411 HEATING AND COOLING EQUIPMENT |
| 335 | SECTION M1412 ABSORPTION COOLING EQUIPMENT SECTION M1413 EVAPORATIVE COOLING EQUIPMENT SECTION 1414 FIREPLACE STOVES SECTION M1415 MASONRY HEATERS |
| 336 | CHAPTER 15 – EXHAUST SYSTEMS SECTION M1501 GENERAL SECTION M1502 CLOTHES DRYER EXHAUST SECTION M1503 RANGE HOODS SECTION M1504 INSTALLATION OF MICROWAVE OVENS |
| 337 | SECTION M1505 OVERHEAD EXHAUST HOODS SECTION M1506 EXHAUST DUCTS SECTION M1507 MECHANICAL VENTILATION TABLE M1507.3 MINIMUM REQUIRED EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS |
| 338 | CHAPTER 16 – DUCT SYSTEMS SECTION M1601 DUCT CONSTRUCTION TABLE M1601.1.1(1) CLASSIFICATION OF FACTORY-MADE AIR DUCTS TABLE M1601.1.1(2) GAGES OF METAL DUCTS AND PLENUMS USED FOR HEATING OR COOLING |
| 340 | SECTION M1602 RETURN AIR |
| 342 | CHAPTER 17 – COMBUSTION AIR SECTION M1701 GENERAL SECTION M1702 ALL AIR FROM INSIDE THE BUILDING SECTION M1703 ALL AIR FROM OUTDOORS |
| 343 | FIGURE M1702.2 APPLIANCES LOCATED IN CONFINED SPACES—ALL AIR TAKEN FROM ADJACENT SPACES WITHIN THE BUILDING |
| 344 | FIGURE M1703.2(1) APPLIANCES LOCATED IN CONFINED SPACES—ALL AIR TAKEN FROM OUTDOORS THROUGH TWO OPENINGS FIGURE M1703.2(2) APPLIANCES LOCATED IN CONFINED SPACES—ALL AIR TAKEN FROM OUTDOORS THROUGH HORIZONTAL DUCTS |
| 345 | FIGURE M1703.2(3) APPLIANCES LOCATED IN CONFINED SPACES—ALL AIR TAKEN FROM OUTDOORS THROUGH VENTILATED ATTIC FIGURE M1703.2(4) APPLIANCES LOCATED IN CONFINED SPACES—INLET AIR TAKEN FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC |
| 346 | FIGURE M1703.3 APPLIANCES LOCATED IN CONFINED SPACES—ALL AIR TAKEN FROM OUTDOORS THROUGH VENTILATED ATTIC, INLET DUCT WITHIN OUTLET DUCT |
| 348 | CHAPTER 18 CHIMNEYS AND VENTS SECTION M1801 GENERAL SECTION M1802 VENT COMPONENTS |
| 349 | SECTION M1803 CHIMNEY AND VENT CONNECTORS TABLE M1803.2 THICKNESS FOR SINGLE-WALL METAL PIPE CONNECTORS TABLE M1803.3.4 CHIMNEY AND VENT CONNECTOR CLEARANCES TO COMBUSTIBLE MATERIALSa |
| 350 | SECTION M1804 VENTS TABLE M1804.1 VENT SELECTION CHART SECTION M1805 MASONRY AND FACTORY-BUILT CHIMNEYS |
| 352 | CHAPTER 19 SPECIAL FUEL-BURNING EQUIPMENT SECTION M1901 RANGES AND OVENS SECTION M1902 SAUNA HEATERS SECTION M1903 STATIONARY FUEL CELL POWER PLANTS SECTION M1904 GASEOUS HYDROGEN SYSTEMS |
| 354 | CHAPTER 20 BOILERS AND WATER HEATERS SECTION M2001 BOILERS SECTION M2002 OPERATING AND SAFETY CONTROLS SECTION M2003 EXPANSION TANKS SECTION M2004 WATER HEATERS USED FOR SPACE HEATING SECTION M2005 WATER HEATERS |
| 355 | TABLE M2003.2 EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS SECTION M2006 POOL HEATERS |
| 356 | CHAPTER 21 HYDRONIC PIPING SECTION M2101 HYDRONIC PIPING SYSTEMS INSTALLATION SECTION M2102 BASEBOARD CONVECTORS SECTION M2103 FLOOR HEATING SYSTEMS SECTION M2104 LOW TEMPERATURE PIPING |
| 357 | TABLE M2101.1 HYDRONIC PIPING MATERIALS |
| 358 | TABLE M2101.9 HANGER SPACING INTERNALS SECTION M2105 GROUND SOURCE HEAT PUMP SYSTEM LOOP PIPING |
| 360 | CHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS SECTION M2201 OIL TANKS SECTION M2202 OIL PIPING, FITTING AND CONNECTIONS SECTION M2203 INSTALLATION |
| 361 | SECTION M2204 OIL PUMPS AND VALVES |
| 362 | CHAPTER 23 SOLAR SYSTEMS SECTION M2301 SOLAR ENERGY SYSTEMS |
| 364 | PART VI – FUEL GAS CHAPTER 24 – FUEL GAS SECTION G2401 (101) GENERAL SECTION G2402 (201) GENERAL SECTION G2403 (202) GENERAL DEFINITIONS |
| 370 | SECTION G2404 (301) GENERAL SECTION G2405 (302) STRUCTURAL SAFETY SECTION G2406 (303) APPLIANCE LOCATION |
| 371 | SECTION G2407 (304) COMBUSTION, VENTILATION AND DILUTION AIR EQUATION 24-1 EQUATION 24-2 |
| 372 | FIGURE G2407.5.3 (304.5.3) ALL AIR FROM INSIDE THE BUILDING (see Section 2407.5.3) FIGURE G2407.6.2 (304.6.2) SINGLE COMBUSTION AIR OPENING, ALL AIR FROM OUTDOORS (see Section G2407.6.2) |
| 373 | FIGURE G2407.6.1(1) [304.6.1(1)] ALL AIR FROM OUTDOORS—INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC (see Section G2407.6.1 FIGURE G2407.6.1(2) [304.6.1(2)] ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC (see Section G2407.6.1 |
| 374 | FIGURE G2407.6.1(3) [304.6.1(3)] ALL AIR FROM OUTDOORS (see Section G2407.6.1) |
| 375 | SECTION G2408 (305)INSTALLATION SECTION G2409 (308)CLEARANCE REDUCTION |
| 376 | FIGURE G2409.2(1) [308.2(1)] EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS FIGURE G2409.2(2) [308.2(2)] WALL PROTECTOR CLEARANCE REDUCTION SYSTEM |
| 377 | FIGURE G2409.2(3) [308.2(3)] MASONRY CLEARANCE REDUCTION SYSTEM SECTION G2410 (309) ELECTRICAL |
| 378 | TABLE G2409.2 (308.2) REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION SECTION G2411 (310) ELECTRICAL BONDING SECTION G2412 (401) GENERAL |
| 379 | SECTION G2413 (402) PIPE SIZING TABLE G2413.2 (402.2) APPROXIMATE GAS INPUT FOR TYPICAL APPLIANCES |
| 380 | EQUATION 24-3 EQUATION 24-4 TABLE G2413.4 (402.4) Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS SECTION G2414 (403) PIPING MATERIALS |
| 381 | TABLE G2413.4(1) [402.4(2)] SCHEDULE 40 METALLIC PIPE |
| 382 | TABLE G2413.4(2) [402.4(3)] SCHEDULE 40 METALLIC PIPE |
| 383 | TABLE G2413.4(3) [402.4(7)] SEMIRIGID COPPER TUBING |
| 384 | TABLE G2413.4(4) [402.4(10)] SEMIRIGID COPPER TUBING |
| 385 | TABLE G2413.4(5) [402.4(13)] CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 386 | TABLE G2413.4(6) [402.4(16)] CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 387 | TABLE G2413.4(7) [402.4(19)] POLYETHYLENE PLASTIC PIPE |
| 388 | TABLE G2413.4(8) [402.4(20)] POLYETHYLENE PLASTIC PIPE |
| 389 | TABLE G2414.9.2 (403.9.2) SPECIFICATIONS FOR THREADING METALLIC PIPE |
| 390 | SECTION G2415 (404) PIPING SYSTEM INSTALLATION |
| 392 | SECTION G2416 (405) PIPING BENDS AND CHANGES IN DIRECTION SECTION G2417 (406) INSPECTION, TESTING AND PURGING |
| 393 | SECTION G2418 (407) PIPING SUPPORT SECTION G2419 (408) DRIPS AND SLOPED PIPING |
| 394 | SECTION G2420 (409) GAS SHUTOFF VALVES TABLE G2420.1.1 MANUAL GAS VALVE STANDARDS SECTION G2421 (410) FLOW CONTROLS |
| 395 | SECTION G2422 (411) APPLIANCE CONNECTIONS SECTION G2423 (413) CNG GAS-DISPENSING SYSTEMS SECTION G2424 (415) PIPING SUPPORT INTERVALS TABLE G2424.1 SUPPORT OF PIPING |
| 396 | SECTION G2425 (501) GENERAL |
| 397 | SECTION G2426 (502) VENTS SECTION G2427 (503) VENTING OF EQUIPMENT |
| 398 | TABLE G2427.4 TYPE OF VENTING SYSTEM TO BE USED |
| 399 | FIGURE G2427.5.3 (503.5.4) TYPICAL TERMINATION LOCATIONS FOR CHIMNEYS AND SINGLE-WALL METAL PIPES |
| 401 | FIGURE G2427.6.3 (503.6.4) GAS VENT TERMINATION LOCATIONS FOR LISTED CAPS 12 INCHES OR LESS IN SIZE AT LEAST 8 FEET FROM A VERTICAL WALL |
| 403 | TABLE G2427.7.7 (503.8.7) CLEARANCES FOR CONNECTORS |
| 404 | TABLE G2427.10.2.4 (503.10.2.4) MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES |
| 407 | SECTION G2428 (504) SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS |
| 408 | TABLE G2428.2(1) [504.2(1)] TYPE B DOUBLE-WALL GAS VENT |
| 409 | TABLE G2428.2(1) [504.2(1)]—continued TYPE B DOUBLE-WALL GAS VENT |
| 410 | TABLE G2428.2(2) [504.2(2)] TYPE B DOUBLE-WALL GAS VENT |
| 411 | TABLE G2428.2(2) [504.2(2)—continued] TYPE B DOUBLE-WALL GAS VENT |
| 413 | TABLE G2428.3(1) [504.3(1)] TYPE B DOUBLE-WALL VENT |
| 414 | TABLE G2428.3(2) [504.3(2)] TYPE B DOUBLE-WALL VENT |
| 415 | TABLE G2428.3(3) [504.3(3)] MASONRY CHIMNEY |
| 416 | TABLE G2428.3(4) [504.3(4)] MASONRY CHIMNEY |
| 417 | TABLE G2428.3.2 (504.3.2) MAXIMUM VENT CONNECTOR LENGTH |
| 418 | SECTION G2429 (505) DIRECT-VENT, INTEGRAL VENT, MECHANICAL VENT AND VENTILATION/EXHAUST HOOD VENTING SECTION G2430 (506) FACTORY-BUILT CHIMNEYS |
| 419 | SECTION G2431 (601) GENERAL SECTION G2432 (602) DECORATIVE APPLIANCES FOR INSTALLATION IN FIREPLACES SECTION G2433 (603) LOG LIGHTERS SECTION G2434 (604) VENTED GAS FIREPLACES (DECORATIVE APPLIANCES SECTION G2435 (605) VENTED GAS FIREPLACE HEATERS SECTION G2436 (608) VENTED WALL FURNACES SECTION G2437 (609) FLOOR FURNACES |
| 420 | SECTION G2438 (613) CLOTHES DRYERS SECTION G2439 (614) CLOTHES DRYER EXHAUST SECTION G2440 (615) SAUNA HEATERS |
| 421 | SECTION G2441 (617) POOL AND SPA HEATERS SECTION G2442 (618) FORCED-AIR WARM-AIR FURNACES |
| 422 | SECTION G2443 (619) CONVERSION BURNERS SECTION G2444 (620) UNIT HEATERS SECTION G2445 (621) UNVENTED ROOM HEATERS SECTION G2446 (622) VENTED ROOM HEATERS |
| 423 | SECTION G2447 (623) COOKING APPLIANCES SECTION G2448 (624) WATER HEATERS SECTION G2449 (627) AIR CONDITIONING EQUIPMENT SECTION G2450 (628) ILLUMINATING APPLIANCES SECTION G2451 (630) INFRARED RADIANT HEATERS SECTION G2452 (631) BOILERS |
| 424 | SECTION G2453 (634) CHIMNEY DAMPER OPENING AREA TABLE G2453.1 (634.1) FREE OPENING AREA OF CHIMNEY DAMPER FOR VENTING FLUE GASES FROM UNLISTED DECORATIVE APPLIANCES FOR INSTALLATION IN VENTED FIREPLACES |
| 426 | PART VII – PLUMBING CHAPTER 25 PLUMBING ADMINISTRATION SECTION P2501 GENERAL SECTION P2502 EXISTING PLUMBING SYSTEMS SECTION P2503 INSPECTION AND TESTS |
| 428 | CHAPTER 26 GENERAL PLUMBING REQUIREMENTS SECTION P2601 GENERAL SECTION P2602 INDIVIDUAL WATER SUPPLY AND SEWAGE DISPOSAL SECTION P2603 STRUCTURAL AND PIPING PROTECTION |
| 429 | SECTION P2604 TRENCHING AND BACKFILLING FIGURE P2604.4 PIPE LOCATION WITH RESPECT TO FOOTINGS SECTION P2605 SUPPORT SECTION P2606 WATERPROOFING OF OPENINGS SECTION P2607 WORKMANSHIP SECTION P2608 MATERIALS EVALUATION AND LISTING |
| 430 | TABLE P2605.1 PIPING SUPPORT TABLE P2608.4 PRODUCTS AND MATERIALS REQUIRING THIRD-PARTY TESTING AND THIRD-PARTY CERTIFICATION |
| 432 | CHAPTER 27 PLUMBING FIXTURES SECTION P2701 FIXTURES, FAUCETS AND FIXTURE FITTINGS SECTION P2702 FIXTURE ACCESSORIES SECTION P2703 TAIL PIECES SECTION P2704 ACCESS TO CONNECTIONS SECTION P2705 INSTALLATION SECTION P2706 WASTE RECEPTORS |
| 433 | TABLE P2701.1 PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS |
| 434 | SECTION P2707 DIRECTIONAL FITTINGS SECTION P2708 SHOWERS SECTION P2709 SHOWER RECEPTORS |
| 435 | SECTION P2710 SHOWER WALLS SECTION P2711 LAVATORIES SECTION P2712 WATER CLOSETS SECTION P2713 BATHTUBS SECTION P2714 SINKS |
| 436 | SECTION P2715 LAUNDRY TUBS SECTION P2716 FOOD WASTE GRINDER SECTION P2717 DISHWASHING MACHINES SECTION P2718 CLOTHES WASHING MACHINE SECTION P2719 FLOOR DRAINS SECTION P2720 WHIRLPOOL BATHTUBS SECTION P2721 BIDET INSTALLATIONS SECTION P2722 FIXTURE FITTING |
| 437 | SECTION P2723 MACERATING TOILET SYSTEMS SECTION P2724 SPECIALTY TEMPERATURE CONTROL DEVICES AND VALVES |
| 438 | CHAPTER 28 WATER HEATERS SECTION P2801 GENERAL SECTION P2802 WATER HEATERS USED FOR SPACE HEATING SECTION P2803 RELIEF VALVES |
| 440 | CHAPTER 29 WATER SUPPLY AND DISTRIBUTION SECTION P2901 GENERAL SECTION P2902 PROTECTION OF POTABLE WATER SUPPLY |
| 441 | TABLE P2902.3 APPLICATION FOR BACKFLOW PREVENTERS |
| 442 | TABLE P2902.3.1 MINIMUM AIR GAPS |
| 443 | SECTION P2903 WATER-SUPPLY SYSTEM TABLE P2903.1 REQUIRED CAPACITIES AT POINT OF OUTLET DISCHARGE TABLE P2903.2 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGSb |
| 444 | TABLE P2903.6 WATER-SUPPLY FIXTURE-UNIT VALUES FOR VARIOUS PLUMBING FIXTURES AND FIXTURE GROUPS |
| 445 | TABLE P2903.6(1) CONVERSIONS FROM WATER SUPPLY FIXTURE UNIT TO GALLON PER MINUTE FLOW RATES |
| 446 | TABLE P2903.7 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES |
| 447 | TABLE P2903.7—continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES |
| 448 | TABLE P2903.8.1 MANIFOLD SIZING FIGURE P2903.10 TYPICAL FROSTPROOF HOSE BIBB INSTALLATION NOT REQUIRING SEPARATE VALUE |
| 449 | SECTION P2904 MATERIALS, JOINTS AND CONNECTIONS TABLE P2904.4 WATER SERVICE PIPE |
| 450 | TABLE P2904.5 WATER DISTRIBUTION PIPE |
| 451 | TABLE P2904.6 PIPE FITTINGS |
| 452 | SECTION P2905 CHANGES IN DIRECTION SECTION P2906 SUPPORT SECTION P2907 DRINKING WATER TREATMENT UNITS |
| 454 | CHAPTER 30 SANITARY DRAINAGE SECTION P3001 GENERAL SECTION P3002 MATERIALS SECTION P3003 JOINTS AND CONNECTIONS |
| 455 | TABLE P3002.1(1) ABOVE-GROUND DRAINAGE AND VENT PIPE TABLE P3002.1(2) UNDERGROUND BUILDING DRAINAGE AND VENT PIPE |
| 456 | TABLE P3002.2 BUILDING SEWER PIPE TABLE P3002.3 PIPE FITTINGS |
| 459 | SECTION P3004 DETERMINING DRAINAGE FIXTURE UNITS TABLE P3004.1 DRAINAGE FIXTURE UNIT (d.f.u.) VALUES FOR VARIOUS PLUMBING FIXTURES |
| 460 | SECTION P3005 DRAINAGE SYSTEM TABLE P3005.1 FITTINGS FOR CHANGE IN DIRECTION |
| 461 | TABLE P3005.4.1 MAXIMUM FIXTURE UNITS ALLOWED TO BE CONNECTED TO BRANCHES AND STACKS TABLE P3005.4.2 MAXIMUM NUMBER OF FIXTURE UNITS ALLOWED TO BE CONNECTED TO THE BUILDING DRAIN, BUILDING DRAIN BRANCHES OR THE BUILDING SEWER |
| 462 | SECTION P3006 SIZING OF DRAIN PIPE OFFSETS SECTION P3007 SUMPS AND EJECTORS SECTION P3008 BACKWATER VALVES |
| 464 | CHAPTER 31 VENTS SECTION P3101 VENT SYSTEMS SECTION P3102 VENT STACKS AND STACK VENTS SECTION P3103 VENT TERMINALS SECTION P3104 VENT CONNECTIONS AND GRADES |
| 465 | SECTION P3105 FIXTURE VENTS TABLE P3105.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT FIGURE P3105.4 VERTICAL LEG FIXTURE DRAIN SCHEMATIC SECTION P3106 INDIVIDUAL VENT SECTION P3107 COMMON VENT |
| 466 | TABLE P3107.3 COMMON VENT SIZES SECTION P3108 WET VENTING TABLE P3108.3 WET VENT SIZE SECTION P3109 WASTE STACK VENT TABLE P3109.4 WASTE STACK VENT SIZE SECTION P3110 CIRCUIT VENTING |
| 467 | SECTION P3111 COMBINATION WASTE AND VENT SYSTEM TABLE P3111.3 SIZE OF COMBINATION WASTE AND VENT PIPE SECTION P3112 ISLAND FIXTURE VENTING SECTION P3113 VENT PIPE SIZING |
| 468 | TABLE P3113.4.1 SIZE AND LENGTH OF SUMP VENTS SECTION P3114 AIR ADMITTANCE VALVES |
| 470 | CHAPTER 32 TRAPS SECTION P3201 FIXTURE TRAPS TABLE P3201.7 SIZE OF TRAPS AND TRAP ARMS FOR PLUMBING FIXTURES |
| 472 | PART VIII – ELECTRICAL CHAPTER 33 GENERAL REQUIREMENTS SECTION E3301 GENERAL SECTION E3302 BUILDING STRUCTURE PROTECTION SECTION E3303 INSPECTION AND APPROVAL |
| 473 | SECTION E3304 GENERAL EQUIPMENT REQUIREMENTS SECTION E3305 EQUIPMENT LOCATION AND CLEA |
| 474 | FIGURE E3305.1 WORKING SPACE AND CLEARANCES |
| 475 | SECTION E3306 ELECTRICAL CONDUCTORS AND CONNECTIONS SECTION E3307 CONDUCTOR AND TERMINAL IDENTIFICATION |
| 478 | CHAPTER 34 ELECTRICAL DEFINITIONS SECTION E3401 GENERAL |
| 482 | CHAPTER 35 SERVICES SECTION E3501 GENERAL SERVICES SECTION E3502 SERVICE SIZE AND RATING TABLE E3502.2 MINIMUM SERVICE LOAD CALCULATION |
| 483 | SECTION E3503 SERVICE, FEEDER AND GROUNDING ELECTRODE CONDUCTOR SIZING TABLE E3503.1 SERVICE CONDUCTOR AND GROUNDING ELECTRODE CONDUCTOR SIZING |
| 484 | SECTION E3504 OVERHEAD SERVICE-DROP AND SERVICE CONDUCTOR INSTALLATION FIGURE E3504.1 CLEARANCES FROM BUILDING OPENINGS |
| 485 | FIGURE E3504.2.1 CLEARANCES FROM ROOFS |
| 486 | SECTION E3505 SERVICE-ENTRANCE CONDUCTORS SECTION E3506 SERVICE EQUIPMENT—GENERAL SECTION E3507 SYSTEM GROUNDING |
| 487 | SECTION E3508 GROUNDING ELECTRODE SYSTEM |
| 488 | SECTION E3509 BONDING |
| 489 | SECTION E3510 GROUNDING ELECTRODE CONDUCTORS SECTION E3511 GROUNDING ELECTRODE CONDUCTOR CONNECTION TO THE GROUNDING ELECTRODES |
| 492 | CHAPTER 36 BRANCH CIRCUIT AND FEEDER REQUIREMENTS SECTION E3601 GENERAL SECTION E3602 BRANCH CIRCUIT RATINGS |
| 493 | TABLE E3602.13 BRANCH-CIRCUIT REQUIREMENTS—SUMMARYa SECTION E3603 REQUIRED BRANCH CIRCUITS |
| 494 | SECTION E3604 FEEDER REQUIREMENTS TABLE E3604.2(1) FEEDER LOAD CALCULATION |
| 495 | TABLE E3604.2(2) DEMAND LOADS FOR ELECTRIC RANGES, WALL-MOUNTED OVENS, COUNTER-MOUNTED COOKING UNITS AND OTHER COOKING APPLIANCES OVER 13/4 kVA RATINGa,b SECTION E3605 CONDUCTOR SIZING AND OVERCURRENT PROTECTION TABLE E3605.1 ALLOWABLE AMPACITIES |
| 496 | TABLE E3605.2 AMBIENT TEMPERATURE CORRECTION FACTORS TABLE E3605.3 CONDUCTOR PROXIMITY ADJUSTMENT FACTORS |
| 497 | TABLE E3605.5.3 OVERCURRENT-PROTECTION RATING |
| 498 | SECTION E3606 PANELBOARDS |
| 500 | CHAPTER 37 WIRING METHODS SECTION E3701 GENERAL REQUIREMENTS TABLE E3701.2 ALLOWABLE WIRING METHODS SECTION E3702 ABOVE-GROUND INSTALLATION REQUIREMENTS |
| 501 | TABLE E3701.4 ALLOWABLE APPLICATIONS FOR WIRING METHODSa |
| 502 | TABLE E3702.1 GENERAL INSTALLATION AND SUPPORT REQUIREMENTS FOR WIRING METHODSa |
| 503 | SECTION E3703 UNDERGROUND INSTALLATION REQUIREMENTS TABLE E3703.1 MINIMUM COVER REQUIREMENTS, BURIAL IN INCHESa, b, c, d, eLOCATION OF WIRING METHOD OR CIRCUIT TYPE OF WIRING METHOD |
| 506 | CHAPTER 38 POWER AND LIGHTING DISTRIBUTION SECTION E3801 RECEPTACLE OUTLETS FIGURE E3801.2 GENERAL USE RECEPTACLE DISTRIBUTION |
| 507 | FIGURE E3801.4 COUNTERTOP RECEPTACLES FIGURE E3801.4.1 DETERMINATION OF ARE A BEHIND SINK OR RANGE |
| 508 | SECTION E3802 GROUND-FAULT AND ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION |
| 509 | SECTION E3803 LIGHTING OUTLETS SECTION E3804 GENERAL INSTALLATION REQUIREMENTS |
| 510 | TABLE E3804.6(1) MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL METALLIC TUBING (EMT) |
| 511 | TABLE E3804.6(2) MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL NONMETALLIC TUBING (ENT |
| 512 | TABLE E3804.6(3) MAXIMUM NUMBER OF CONDUCTORS IN FLEXIBLE METALLIC CONDUIT (FMC) |
| 513 | TABLE E3804.6(4) MAXIMUM NUMBER OF CONDUCTORS IN INTERMEDIATE METALLIC CONDUIT (IMC)a |
| 514 | TABLE E3804.6(5) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-B) |
| 515 | TABLE E3804.6(6) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-A) |
| 516 | TABLE E3804.6(7) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE METAL CONDUIT (LFMC |
| 517 | TABLE E3804.6(8) MAXIMUM NUMBER OF CONDUCTORS IN RIGID METAL CONDUIT (RMC) |
| 518 | TABLE E3804.6(9) MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT, SCHEDULE 80 (PVC-80) |
| 519 | TABLE E3804.6(10) MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT SCHEDULE 40 (PVC-40) |
| 520 | SECTION E3805 BOXES, CONDUIT BODIES AND FITTINGS |
| 521 | TABLE E3805.12.1 MAXIMUM NUMBER OF CONDUCTORS IN METAL BOXESa |
| 522 | TABLE E3805.12.2.1 VOLUME ALLOWANCE REQUIRED PER CONDUCTOR SECTION E3806 INSTALLATION OF BOXES, CONDUIT BODIES AND FITTINGS |
| 524 | SECTION E3807 CABINETS AND PANELBOARDS |
| 525 | TABLE E3807.8 PERCENT OF CROSS SECTION OF CONDUIT AND TUBING FOR CONDUCTORS SECTION E3808 GROUNDING |
| 526 | TABLE E3808.12 EQUIPMENT GROUNDING CONDUCTOR SIZING |
| 527 | SECTION E3809 FLEXIBLE CORDS TABLE E3809.2 MAXIMUM AMPERE LOAD FOR FLEXIBLE CORDS |
| 528 | CHAPTER 39 DEVICES AND LUMINAIRES SECTION E3901 SWITCHES |
| 529 | SECTION E3902 RECEPTACLES TABLE E3902.1.2 RECEPTACLE RATINGS FOR VARIOUS SIZE MULTI-OUTLET CIRCUITS SECTION E3903 FIXTURES |
| 530 | FIGURE E3903.11 CLOSET STORAGE SPACE |
| 531 | SECTION E3904 LUMINAIRE INSTALLATION SECTION E3905 TRACK LIGHTING |
| 534 | CHAPTER 40 APPLIANCE INSTALLATION SECTION E4001 GENERAL TABLE E4001.3 FLEXIBLE CORD LENGTH |
| 535 | TABLE E4001.5 DISCONNECTING MEANS |
| 536 | CHAPTER 41 SWIMMING POOLS SECTION E4101 GENERAL SECTION E4102 WIRING METHODS FOR POOLS, SPAS, HOT TUBS AND HYDRO MASSAGE BATHTUBS |
| 537 | TABLE E4102.1 ALLOWABLE APPLICATIONS FOR WIRING METHODSa |
| 538 | SECTION E4103 EQUIPMENT LOCATION AND CLEARANCES |
| 539 | SECTION E4104 BONDING TABLE E4103.5 OVERHEAD CONDUCTOR CLEARANCES TABLE E4103.6 MINIMUM BURIAL DEPTHS |
| 541 | SECTION E4105 GROUNDING |
| 542 | SECTION E4106 EQUIPMENT INSTALLATION |
| 544 | SECTION E4107 STORABLE SWIMMING POOLS |
| 545 | SECTION E4108 SPAS AND HOT TUBS SECTION E4109 HYDROMASSAGE BATHTUBS |
| 546 | CHAPTER 42 CLASS 2 REMOTE-CONTROL, SIGNALING AND POWER-LIMITED CIRCUITS SECTION E4201 GENERAL SECTION E4202 POWER SOURCES SECTION E4203 WIRING METHODS TABLE E4203.2 CABLE USES AND PERMITTED SUBSTITUTIONS SECTION E4204 INSTALLATION REQUIREMENTS |
| 548 | PART IX – REFERENCED STANDARDS CHAPTER 43 REFERENCED STANDARDS AAMA – AMERICAN ARCHITECTURAL MANUFACTURERS ASSOC. ACI – AMERICAN CONCRETE INSTITUTE ACCA – AIR CONDITIONING CONTRACTORS OF AMERICA AFPA – AMERICAN FOREST AND PAPER ASSOC. |
| 549 | AHA – AMERICAN HARDBOARD ASSOC. AISI – AMERICAN IRON AND STEEL INSTITUTE AITC – AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ANSI – AMERICAN NATIONAL STANDARDS INSTITUTE |
| 550 | APA – THE ENGINEERED WOOD ASSOC. ASCE – AMERICAN SOCIETY OF CIVIL ENGINEERS |
| 551 | ASHRAE – AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING ENGINEERS, INC ASME – AMERICAN SOCIETY OF MECHANICAL ENGINEERS |
| 552 | ASSE – AMERICAN SOCIETY OF SANITARY ENGINEERING ASTM – ASTM INTERNATIONAL |
| 559 | AWS – AMERICAN WELDING SOCIETY AWPA – AMERICAN WOOD-PRESERVERS’ ASSOC. AWWA – AMERICAN WATER WORKS ASSOC. CGSB – CANADIAN GENERAL STANDARDS BOARD |
| 560 | CISPI – CAST IRON SOIL PIPE INSTITUTE CPSC – CONSUMER PRODUCT SAFETY COMMISSION CSA – CANADIAN STANDARDS ASSOC. |
| 561 | CSSB – CEDAR SHAKE & SHINGLE BUREAU DASMA – DOOR AND ACCESS SYSTEMS MANUFACTURERS DOC – UNITED STATES DEPARTMENT OF COMMERCE |
| 562 | DOTn – DEPARTMENT OF TRANSPORTATION FEMA – FEDERAL EMERGENCY MANAGEMENT AGENCY FM – FACTORY MUTUAL GLOBAL RESEARCH GA – GYPSUM ASSOCIATION HPVA – HARDWOOD PLYWOOD & VENEER ASSOC. ICC – INTERNATIONAL CODE COUNCIL, INC |
| 563 | ISO – INTERNATIONAL ORGANIZATION FOR STANDARDIZATION MSS – MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS INDUSTRY NAIMA – NORTH AMERICAN INSULATION MANUFACTURERS ASSOC. NCMA – NATIONAL CONCRETE MASONRY ASSOC. NFPA – NATIONAL FIRE PROTECTION ASSOC. |
| 564 | NFRC – NATIONAL FENESTRATION RATING COUNCIL, INC NSF – NSF INTERNATIONAL SAE – SOCIETY OF AUTOMOTIVE ENGINEERS SMACNA – SHEET METAL & AIR CONDITIONING CONTRACTORS NATIONAL ASSOC. TMS – THE MASONRY SOCIETY TPI – TRUSS PLATE INSTITUTE |
| 565 | UL – UNDERWRITERS LABORATORIES, INC ULC – UNDERWRITERS LABORATORIES OF CANADA |
| 566 | WDMA – WINDOW & DOOR MANUFACTURERS ASSOC. |
| 568 | APPENDIX A (IFGS) SIZING AND CAPACITIES OF GAS PIPING |
| 569 | TABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES |
| 570 | TABLE A.2.2—continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES |
| 571 | TABLE A.2.4 MULTIPLIERS TO BE USED WITH TABLES G2413.4(1) THROUGH G2413.4(8) WHERE THE SPECIFIC GRAVITY OF THE GAS IS OTHER THAN 0.60 |
| 573 | TABLE A.3.4 THOUSANDS OF Btu/h (MBH) OF NATURAL GAS PER 100 FEET OF PIPE AT VARIOUS PRESSURE DROPS AND PIPE DIAMETERS |
| 574 | TABLE A.5.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES TABLE A.5.2 COPPER TUBE STANDARD SIZES |
| 575 | FIGURE A.6 (a) CAPACITY OF NATURAL GAS PIPING, LOW PRESSURE (0.60 W |
| 576 | FIGURE A.6 (b) CAPACITY OF NATURAL GAS PIPING, HIGH PRESSURE (1.5 psi and above) FIGURE A.7.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM |
| 577 | FIGURE A.7.2 PIPING PLAN SHOWING A CSST SYSTEM FIGURE A.7.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM |
| 578 | FIGURE A.7.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM |
| 580 | APPENDIX B (IFGS)SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES, AND APPLIANCES LISTED FOR USE WITH TYPE B VENTS FIGURE B-1 TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A TYPE B DOUBLE-WALL VENT FIGURE B-2 TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A SINGLE-WALL METAL VENT CONNECTOR |
| 581 | FIGURE B-3 VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A MASONRY CHIMNEY OF TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE B-4 VENT SYSTEM SERVING A SINGLE APPLIANCE USING A MASONRY CHIMNEY AND A SINGLE-WALL METAL VENT CONNECTOR FIGURE B-5 ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING A SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE FIGURE B-6 VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND TYPE B DOUBLE-WALL VENT CONNECTOR |
| 582 | FIGURE B-7 VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND SINGLE-WALL METAL VENT CONNECTORS FIGURE B-8 MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE B-9 MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH SINGLE-WALL METAL VENT CONNECTORS FIGURE B-10 ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING TWO OR MORE DRAFT-HOOD-EQUIPPED APPLIANCES |
| 583 | FIGURE B-11 USE OF MANIFOLD COMMON VENT CONNECTOR FIGURE B-12 USE OF OFFSET COMMON VENT FIGURE B-13 MULTISTORY GAS VENT DESIGN PROCEDURE FOR EACH SEGMENT OF SYSTEM FIGURE B-14 MULTISTORY VENT SYSTEMS |
| 584 | FIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE |
| 585 | FIGURE B-17 (EXAMPLE 4) COMMON VENTING TWO DRAFT-HOOD-EQUIPPED APPLIANCES FIGURE B-18 (EXAMPLE 5A) COMMON VENTING A DRAFT HOOD WITH A FAN-ASSISTED FURNACE INTO A TYPE B DOUBLE-WALL COMMON VENT |
| 587 | TABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa |
| 588 | FIGURE B-19 |
| 590 | APPENDIX C (IFGS) EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS APPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYST |
| 592 | APPENDIX D (IFGS) RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION |
| 594 | APPENDIX E MANUFACTURED HOUSING USED AS DWELLINGS SECTION AE101 SCOPE SECTION AE102 APPLICATION TO EXISTING MANUFACTURED HOMES AND BUILDING SERVICE EQUIPMENT |
| 595 | SECTION AE201 DEFINITIONS SECTION AE301 PERMITS SECTION AE302 APPLICATION FOR PERMIT |
| 596 | SECTION AE303 PERMITS ISSUANCE SECTION AE304 FEES |
| 597 | SECTION AE305 INSPECTIONS |
| 598 | SECTION AE306 SPECIAL INSPECTIONS SECTION AE307 UTILITY SERVICE SECTION AE401 OCCUPANCY CLASSIFICATION SECTION AE402 LOCATION ON PROPERTY SECTION AE501 DESIGN |
| 599 | SECTION AE502 FOUNDATION SYSTEMS SECTION AE503 SKIRTING AND PERIMETER ENCLOSURES SECTION AE504 STRUCTURAL ADDITIONS SECTION AE505 BUILDING SERVICE EQUIPMENT |
| 600 | SECTION AE506 EXITS SECTION AE507 OCCUPANCY, FIRE SAFETY AND ENERGY CONSERVATION STANDARDS SECTION AE600 SPECIAL REQUIREMENTS FOR FOUNDATION SYSTEMS SECTION AE601 FOOTINGS AND FOUNDATIONS SECTION AE602 PIER CONSTRUCTION SECTION AE603 HEIGHT OF PIERS SECTION AE604 ANCHORAGE INSTALLATIONS |
| 601 | SECTION AE605 TIES, MATERIALS AND INSTALLATION SECTION AE606 REFERENCED STANDARDS |
| 602 | APPENDIX F RADON CONTROL METHODS SECTION AF101 SCOPE SECTION AF102 DEFINITIONS SECTION AF103 REQUIREMENTS |
| 604 | FIGURE AF101 EPA MAP OF RADON ZONES |
| 605 | TABLE AF101(1) HIGH RADON POTENTIAL (ZONE 1) COUNTIESa |
| 606 | TABLE AF101(1)—continued HIGH RADON POTENTIAL (ZONE 1) COUNTIESa |
| 607 | FIGURE AF102 RADON-RESISTANT CONSTRUCTION DETAILS FOR FOUR FOUNDATION TYPES |
| 608 | APPENDIX G SWIMMING POOLS, SPAS AND HOT TUBS SECTION AG101 GENERAL SECTION AG102 DEFINITIONS SECTION AG103 SWIMMING POOLS SECTION AG104 SPAS AND HOT TUBS SECTION AG105 BARRIER REQUIREMENTS |
| 609 | SECTION AG106 ENTRAPMENT PROTECTION FOR SWIMMING POOL AND SPA SUCTION OUTLETS |
| 610 | SECTION AG107 ABBREVIATIONS SECTION AG108 STANDARDS |
| 612 | APPENDIX J EXISTING BUILDINGS AND STRUCTURES SECTION AJ101 PURPOSE AND INTENT SECTION AJ102 COMPLIANCE SECTION AJ103 PRELIMINARY MEETING SECTION AJ104 EVALUATION OF AN EXISTING BUILDING |
| 613 | SECTION AJ105 PERMIT SECTION AJ201 DEFINITIONS SECTION AJ301 REPAIRS |
| 614 | SECTION AJ401 RENOVATIONS SECTION AJ501 ALTERATIONS |
| 615 | SECTION AJ601 RECONSTRUCTION |
| 616 | APPENDIX K SOUND TRANSMISSION SECTION AK101 GENERAL SECTION AK102 AIR-BORNE SOUND SECTION AK103 STRUCTURAL-BORNE SOUND SECTION AK104 REFERENCED STANDARDS |
| 618 | APPENDIX M HOME DAY CARE—R-3 OCCUPANCY SECTION AM101 GENERAL SECTION AM102 DEFINITIONS SECTION AM103 MEANS OF EGRESS SECTION AM104 SMOKE DETECTION |
| 620 | APPENDIX N VENTING METHODS FIGURE N1 TYPICAL SINGLE-BATH WET-VENT ARRANGEMENTS |
| 621 | FIGURE N2 TYPICAL DOUBLE-BATH WET-VENT ARRANGEMENTS |
| 622 | FIGURE N3 TYPICAL HORIZONTAL WET VENTING |
| 623 | FIGURE N4 TYPICAL METHODS OF WET VENTING |
| 624 | FIGURE N5 SINGLE STACK SYSTEM FOR A TWO-STORY DWELLING |
| 625 | FIGURE N6 WASTE STACK VENTING |
| 626 | FIGURE N7 CIRCUIT VENT WITH ADDITIONAL NONCIRCUIT VENTED BRANCH |
| 628 | APPENDIX O GRAY WATER RECYCLING SYSTEMS SECTION AO101 GENERAL SECTION AO102 SYSTEMS FOR FLUSHING WATER CLOSETS AND URINALS |
| 629 | FIGURE AO101.1(1) GRAY WATER RECYCLING SYSTEM FOR FLUSHING WATER CLOSETS AND URINALS FIGURE AO101.1(2) GRAY WATER RECYCLING SYSTEM FOR SUBSURFACE LANDSCAPE IRRIGATION |
| 630 | SECTION AO103 SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS EQUATION AO-1 |
| 631 | TABLE AO103.8 LOCATION OF GRAY WATER SYSTEM TABLE AO103.9.1 DESIGN LOADING RATE TABLE AO103.10 DISTRIBUTION PIPE |
| 632 | APPENDIX Q ICC INTERNATIONAL RESIDENTIAL CODE ELECTRICAL PROVISIONS/NATIONAL ELECTRICAL CODE CROSS-REFERENCE |
| 646 | INDEX |
