ICC SignificantChangestotheIRC 2015
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Significant Changes to the International Residential Code, 2015 Edition
| Published By | Publication Date | Number of Pages |
| ICC | 2015 | 353 |
Gain full access to the most critical updates in the International Residential Code®, including the real-world application of those changes and how they originated — all in a single, easy-to-use resource. SIGNIFICANT CHANGES TO THE INTERNATIONAL RESIDENTIAL CODE® 2015 Edition provides a comprehensive analysis of significant changes since the 2012 IRC®, offering key insights into its contents and implications. Coverage includes changes made to building, energy, mechanical, fuel gas, plumbing, and electrical provisions. Each change analysis features the affected code sections and identifies the change with strikethroughs and underlines to show modifications to the existing language. Each change is accompanied by a quick summary, detailed illustrations, and discussion of its significance, which brings the technical jargon of the code to life in a real-world setting. The attention to detail, logical organization, and thorough yet concise coverage found in this resource make it an ideal tool for transitioning from the 2012 IRC®.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | SIGNIFICANT CHANGES TO THE INTERNATIONAL RESIDENTIAL CODE |
| 2 | SIGNIFICANT CHANGES TO THE INTERNATIONAL RESIDENTIAL CODE TITLE PAGE |
| 3 | COPYRIGHT |
| 4 | CONTENTS |
| 10 | PREFACE |
| 14 | PART 1 ADMINISTRATION CHAPTERS 1 AND 2 |
| 15 | R101.2, R202 SCOPE-ACCESSORY STRUCTURES SECTION R202 DEFINITIONS FIGURE: ACCESSORY BUILDING |
| 17 | R104.11 ALTERNATIVE MATERIALS, DESIGN, AND METHODS OF CONSTRUCTION AND EQUIPMENT FIGURE: ALTERNATIVE PRODUCT |
| 18 | R105.3.1.1 EXISTING BUILDINGS IN FLOOD HAZARD AREAS R105.3.1.1 DETERMINATION OF SUBSTANTIALLY IMPROVED OR SUBSTANTIALLY DAMAGED EXISTING BUILDINGS IN FLOOD HAZARD AREAS FIGURE: FLOOD-PRONE CONSTRUCTION |
| 20 | R106.1.4 INFORMATION FOR CONSTRUCTION IN FLOOD HAZARD AREAS R106.1.4 INFORMATION FOR CONSTRUCTION IN FLOOD HAZARD AREAS FIGURE: WAVE SCOUR OF A DWELLING FOUNDATION |
| 22 | PART 2 BUILDING PLANNING CHAPTER 3 |
| 24 | TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FIGURE: SPECIAL WIND REGION-COLUMBIA RIVER GORGE |
| 25 | R301.2 WIND DESIGN CRITERIA FIGURE: HURRICANE-FORCE WINDS SECTION R202 DEFINITIONS R301.2.1 WIND DESIGN CRITERIA R301.2.1.1 WIND LIMITATIONS AND WIND DESIGN REQUIRED |
| 26 | R301.2.1.3 WIND SPEED CONVERSION TABLE R301.2.1.3 WIND SPEED CONVERSIONS |
| 30 | R301.2 WIND SPEED MAPS FIGURE R301.2(4)A ULTIMATE DESIGN WIND SPEEDS |
| 31 | FIGURE R301.2(4)b REGIONS WHERE WIND DESIGN IS REQUIRED |
| 32 | FIGURE: COMPARISON OF WIND SPEED |
| 33 | TABLE R301.2(2) COMPONENT AND CLADDING LOADS TABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B FIGURE: CLADDING DAMAGE |
| 34 | FIGURE: COMPONENT AND CLADDING PRESSURE ZONES TABLE 3.1 COMPARISON OF ROOF ANGLE CATEGORIES |
| 35 | R301.2.1.1.1 SUNROOMS FIGURE: SUNROOM |
| 37 | R301.2.1.2 PROTECTION OF OPENINGS IN WIND BORNE DEBRIS REGIONS R3012.1.2 PROTECTION OF OPENINGS FIGURE: WOOD STRUCTURAL PANELS PROTECTING WINDOWS FROM WIND-BORNE DEBRIS R301.2.1.2.1 APPLICATION OF ASTM E 1996 2.2 ASCE STANDARD FIGURE: POLY PANELS PROTECTING WINDOWS FROM WIND-BORNE DEBRIS |
| 39 | R301.2.1.4 WIND EXPOSURE CATEGORY R301.2.1.4 EXPOSURE CATEGORY FIGURE: WIND EXPOSURE CATEGORY C AREA |
| 40 | FIGURE: PREVIOUSLY CONSIDERED IN WIND EXPOSURE CATEGORY A, LARGE CITY CENTERS ARE NOW CLASSIFIED AS WIND EXPOSURE CATEGORY B |
| 42 | TABLE R301.2.1.5.1 MODIFICATIONS FOR TOPOGRAPHIC WIND EFFECTS TABLE R301.2.1.5.1 ULTIMATE DESIGN WIND SPEED MODIFICATION FOR TOPOGRAPHIC WIND EFFECT FIGURE: DWELLINGS ON TOE OF SLOPE |
| 43 | R301.2.4 FLOODPLAIN CONSTRUCTION R301.2.4 FLOODPLAIN CONSTRUCTION R301.2.4.1 ALTERNATIVE PROVISIONS FIGURE: HOUSES IN A FLOODPLAIN |
| 45 | R301.3 STORY HEIGHT |
| 46 | FIGURE: STORY HEIGHT |
| 48 | R302.1 EXTERIOR WALLS TABLE R302.1 (1) EXTERIOR WALLS |
| 49 | TABLE R302.1(2) EXTERIOR WALLS-DWELLINGS WITH FIRE SPRINKLERS FIGURE: FIRE RESISTANCE RATING IS NOT REQUIRED FOR ROOF EAVE PROJECTIONS WHEN FIREBLOCKING IS INSTALLED |
| 51 | TABLE 3-2 FIRE RESISTANCE OF ROOF OVERHANG PROJECTIONS |
| 52 | R302.2 TOWNHOUSE SEPARATION R302.2 TOWNHOUSES FIGURE: COMMON WALLS SEPARATING TOWNHOUSES |
| 53 | R302.2.4 STRUCTURAL INDEPENDENCE |
| 55 | R302.13 FIRE PROTECTION OF FLOORS R302.13 FIRE PROTECTION OF FLOORS FIGURE: FIRE PROTECTION OF FLOORS |
| 56 | FIGURE: OPEN WEB FLOOR TRUSSES REQUIRING MEMBRANCE PROTECTION ON THE UNDERSIDE |
| 57 | R303.7, R303.8 STAIRWAY ILLUMINATION FIGURE: STAIRWAY ILLUMINATION |
| 58 | R303.7 INTERIOR STAIRWAY ILLUMINATION R303.8 EXTERIOR STAIRWAY ILLUMINATION |
| 59 | R304.1 MINIMUM HABITABLE ROOM AREA R304.1 MINIMUM AREA FIGURE: SMALL DWELLING COMPLYING WITH MINIMUM AREA REQUIREMENTS |
| 61 | R305 CEILING HEIGHT SECTION R305 CEILING HEIGHT R305.1 MINIMUM HEIGHT FIGURE: CEILING HEIGHT |
| 62 | R305.1.1 BASEMENTS |
| 64 | R308.4.2 GLAZING ADJACENT TO DOORS R308.4.2 GLAZING ADJACENT TO DOORS FIGURE: GLAZING IN WINDOWS ADJACENT AND PERPENDICULAR TO DOOR FIGURE: WINDOWS ADJACENT AND PERPENDICULAR TO DOOR |
| 66 | R308.4.5 GLAZING AND WET SURFACES FIGURE: GLAZING FACING SHOWER |
| 68 | R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING FIGURE: GLAZING ADJACENT TO BOTTOM STAIR LANDING |
| 69 | R310 EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS R310.2.1 MINIMUM OPENING AREA R310.2.2 WINDOW SILL HEIGHT R310.2.3 WINDOW WELLS |
| 70 | R310.2.3.1 LADDER AND STEPS FIGURE: TYPICAL USE OF PATIO DOORS AND WINDOWS AS EMERGENCY ESCAPE AND RESCUE OPENINGS FIGURE: EMERGENCY ESCAPE AN DRESCUE WINDOWS |
| 71 | R310.2.3.2 DRAINAGE R310.2.4 EMERGENCY ESCAPE AND RESCUE OPENINGS UNDER DECKS AND PORCHES R310.3 EMERGENCY ESCAPE AND RESCUE DOORS R310.3.1 MINIMUM DOOR OPENING SIZE R310.3.2 BULKHEAD ENCLOSURES R310.3.2.1 DRAINAGE R310.4 BARS, GRILLES, COVERS, AND SCREENS |
| 73 | R310.5, R310.6 EMERGENCY ESCAPE AND RESCUE OPENINGS FOR ADDITIONS, ALTERATIONS AND REPAIRS R310.5 DWELLING ADDITIONS R310.6 ALTERATIONS OR REPAIRS OF EXISTING BASEMENTS FIGURE: A BASEMENT ADDITION DOES NOT REQUIRE AN EMERGENCY ESCAPE AND RESCUE OPENING IF ACCESS IS PROVIDED TO THE EXISTING BASEMENT |
| 75 | R311.1 MEANS OF EGRESS FIGURE; THE REQUIRED EGRESS DOOR MUST HAVE ACCESS TO A PUBLIC WAY FIGURE: DWELLING WITH FRONT-YARD ACCESS TO A PUBLIC WAY |
| 76 | R311.7.3, R311.7.5.1 STAIR RISERS R311.7.3 VERTICAL RISE R311.7.5.1 RISERS FIGURE: OPEN RISERS ARE ONLY PERMITTED WHEN THEY ARE 30 INCHES OR LESS ABOVE THE FLOOR |
| 78 | R311.7.10.1 SPIRAL STAIRWAY FIGURE: SPIRAL STAIRWAY SECTION R202 DEFINITIONS |
| 79 | FIGURE: MEASURING THE TREAD OF SPIRAL STAIRS AT THE INTERSECTION OF THE TREAD NOSING AND THE WALKLINE FIGURE: MAXIMUM WALKLINE RADIUS FOR A SPIRAL STAIRWAY |
| 80 | R311.7.11, R311.7.12 ALTERNATING TREAD DEVICES AND SHIP LADDERS SECTION R202 DEFINITIONS R311.7.11 ALTERNATING TREAD DEVICES FIGURE: ALTERNATING TREAD DEVICE |
| 81 | FIGURE: SHIP LADDER R311.7.11.1 TREAD OF ALTERNATING TREAD DEVICES R311.7.11.2 HANDRAILS OF ALTERNATING TREAD DEVICES R311.7.12 SHIP LADDERS R311.7.12.1 TREADS OF SHIP LADDERS R311.7.12.2 HANDRAILS OF SHIP LADDERS |
| 83 | R311.8 RAMPS R311.8.1 MAXIMUM SLOPE FIGURE: MAXIMUM RAMP SLOPES FIGURE: RAMP SERVING THE REQUIRED EGRESS DOOR |
| 85 | R312.1.2 GUARD HEIGHT R312.1.2 HEIGHT FIGURE: EXAMPLE OF A GUARD WITH FIXED SEATING FIGURE: MEASURING GUARD HEIGHT AT FIXED SEATING |
| 87 | R312.2.1 WINDOW FALL PROTECTION R312.2.1 WINDOW SILLS FIGURE: THREE METHODS FOR COMPLYING WITH THE WINDOW FALL PREVENTION PROVISIONS |
| 88 | R312.2.2 WINDOW OPENING CONTROL DEVICES |
| 89 | R314 SMOKE ALARMS R314.1 GENERAL FIGURE: SMOKE ALARM R314.1.1 LISTINGS R314.2 WHERE REQUIRED R314.2.1 NEW CONSTRUCTION R314.2.2 ALTERATIONS, REPAIRS, AND ADDITIONS |
| 90 | R314.3 LOCATION R314.3.1 INSTALLATION NEAR COOKING APPLIANCES FIGURE: SMOKE ALARM DISTANCES FROM BATHROOMS AND COOKING APPLIANCES |
| 91 | R314.4 INTERCONNECTION R314.5 COMBINATION ALARMS R314.6 POWER SOURCE R314.7 FIRE ALARM SYSTEMS R314.7.1 GENERAL |
| 92 | R314.7.2 LOCATION R314.7.3 PERMANENT FIXTURE R314.7.4 COMBINATION DETECTORS |
| 95 | R315 CARBON MONOXIDE ALARMS R315.1 GENERAL FIGURE: CARBON MONOXIDE ALARM R315.1.1 LISTINGS R315.2 WHERE REQUIRED R315.2.1 NEW CONSTRUCTION FIGURE: CARBON MONOXIDE ALARMS REQUIRED OUTSIDE EACH SEPARATE SLEEPING AREA AND IN BEDROOMS CONTAINING FUEL-FIRED APPLIANCES |
| 96 | R315.2.2 ALTERATIONS, REPAIRS, AND ADDITIONS R315.3 LOCATION FIGURE: EXTERIOR WORK, SUCH AS A DECK ADDITION OR RE-SIDING, DOES NOT TRIGGER THE CARBON MONOXIDE PROVISIONS |
| 97 | R315.4 COMBINATION ALARMS R315.5 POWER SOURCE R315.6 CARBON MONOXIDE DETECTION SYSTEMS R315.6.1 GENERAL R315.6.2 LOCATION R315.6.3 PERMANENT FIXTURE R315.6.4 COMBINATION DETECTORS |
| 100 | R322.1, R322.2 FLOOD HAZARDS R322.1 GENERAL R322.1.1 ALTERNATIVE PROVISIONS R322.2 FLOOD HAZARD AREAS FIGURE: RESIDENTIAL CONSTRUCTION IN A COASTAL A ZONE |
| 101 | R322.2.1 ELEVATION REQUIREMENTS |
| 103 | R322.3 COASTAL HIGH-HAZARD AREAS R322.3.3 FOUNDATIONS FIGURE: PIER AND BEAM CONSTRUCTION IN A COASTAL HIGH-HAZARD AREA |
| 106 | R325 MEZZANINES SECTION R202 DEFINITIONS FIGURE: A MEZZANINE IS NOT CONSIDERED A STORY BUT MUST NOT EXCEED ONE-THIRD OF THE FLOOR AREA OF THE ROOM WHERE IT IS LOCATED R301.2.2.3.1 HEIGHT LIMITATIONS SECTION R325 MEZZANINES R325.1 GENERAL R325.2 MEZZANINES R325.3 AREA LIMITATION R325.4 MEANS OF EGRESS R325.5 OPENNESS |
| 108 | PART 3 BUILDING CONSTRUCTION CHAPTERS 4 THROUGH 10 |
| 110 | R403.1.1 MINIMUM FOOTING SIZE TABLE R403.1(1) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS |
| 112 | FIGURE: FOOTING-STERN WALL FIGURE: FOOTING-BASEMENT WALL |
| 113 | FIGURE: MINIMUM FOOTING SIZE EXAMPLES |
| 115 | R403.1.2, R602.10.9.1 CONTINUOUS FOOTINGS IN SEISMIC DESIGN CATEGORIES FIGURE: CONTINUOUS FOOTING |
| 116 | R602.10.9.1 BRACED WALL PANEL SUPPORT FOR SEISMIC DESIGN CATEGORIES |
| 117 | TABLE 4-1 CONTINUOUS FOOTING REQUIREMENTS IN HIGH-SEISMIC REGIONS |
| 118 | R403.1.3 FOOTING AND STEM WALL REINFORCING IN SEISMIC DESIGN CATEGORIES R403.1.3 FOOTING AND STEM WALL REINFORCING IN SEISMIC DESIGN CATEGORIES R403.1.3.1 CONCRETE STEM WALLS WITH CONCRETE FOOTINGS R403.1.3.2 MASONRY STEM WALLS WITH CONCRETE FOOTINGS |
| 119 | R403.1.3.3 SLABS-ON-GROUND WITH TURNED-DOWN FOOTINGS R403.1.3.4 INTERIOR BEARING AND BRACED WALL PANEL FOOTINGS IN SEISMIC DESIGN CATEGORIES R403.1.3.5 REINFORCEMENT R403.1.3.5.1 STEEL REINFORCEMENT R403.1.3.5.2 LOCATION OF REINFORCEMENT IN WALL R403.1.3.5.3 SUPPORT AND COVER |
| 120 | FIGURE R403.1.3 REINFORCED CONCRETE FOOTINGS AND MASONRY AND CONCRETE STEMWALLS IN SDC |
| 121 | R403.1.3.5.4 LAP SPLICES R403.1.3.6 ISOLATED CONCRETE FOOTINGS |
| 122 | R403.1.6 FOUNDATION ANCHORAGE FIGURE: ANCHOR BOLT PLACEMENT-CENTERED IN SILL PLATE FIGURE: ALTERNATE ANCHORAGE |
| 123 | FIGURE: MINIMUM EDGE DISTANCE |
| 125 | R404.1.4.1 MASONRY FOUNDATION WALLS IN SDC R404.1.4.1 MASONRY FOUNDATION WALLS FIGURE: MASONRY FOUNDATION WALL |
| 126 | R404.4 RETAINING WALLS FIGURE: RETAINING WALL |
| 127 | TABLES R502.3.1(1), R502.3.1(2) FLOOR JOISTS SPANS FOR COMMON LUMBER SPECIES TABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (RESIDENTIAL SLEEPING AREAS, LIVE LOAD = 30 psf, L/Δ = 360)a |
| 128 | FIGURE: LUMBER FLOOR JOISTS FIGURE: FLOOR JOIST SPAN EXAMPLES |
| 130 | R502.10 FRAMING OF FLOOR OPENINGS FIGURE: OPENING IN FLOOR FRAMING |
| 132 | R507.1, R507.4 DECKING R507.1 DECKS R507.4 DECKING TABLE R507.4 MAXIMUM JOIST SPACING FIGURE: DECKING |
| 134 | R507.2 DECK LEDGER CONNECTION TO BAND JOIST R507.2.1 LEDGER DETAILS FIGURE: DECK LEDGER CONNECTION TO BAND JOIST |
| 135 | R507.2.2 BAND JOIST DETAILS R507.2.3 LEDGER TO BAND JOIST FASTENER DETAILS TABLE R507.2 DECK LEDGER CONNECTION TO BAND JOIST |
| 137 | R507.2.4 ALTERNATIVE DECK LATERAL LOAD CONNECTION R507.2.4 DECK LATERAL LOAD CONNECTION FIGURE: ALTERNATIVE DECK ATTACHMENT FOR LATERAL LOADS |
| 139 | R507.5, R507.6, R507.7 DECK JOISTS AND BEAMS R507.5 DECK JOISTS R507.5.1 LATERAL RESTRAINT AT SUPPORTS FIGURE: TYPICAL DECK JOIST SPANS |
| 140 | TABLE R507.5 DECK JOIST SPANS FOR COMMON LUMBER SPECIES FIGURE: TYPICAL DECK BEAM SPANS |
| 141 | R507.6 DECK BEAMS R507.7 DECK JOIST AND DECK BEAM BEARING TABLE R507.6 DECK BEAM SPAN LENGTH |
| 142 | R507.7.1 DECK POST TO DECK BEAM FIGURE: CONNECTION OF DECK POSTS TO DECK BEAM |
| 144 | R507.8 DECK POSTS TABLE R507.8 DECK POST HEIGHT R507.8.1 DECK POST TO DECK FOOTING FIGURE: TYPICAL DECK POSTS TO DECK FOOTINGS |
| 145 | TABLE R602.3(1) FASTENING SCHEDULE-ROOF REQUIREMENTS TABLE R602.3(1) FASTENING SCHEDULE |
| 146 | FIGURE: ROOF FRAMING |
| 147 | TABLE R602.3(1) FASTENING SCHEDULE-WALL REQUIREMENTS TABLE R602.3(1) FASTENING SCHEDULE |
| 149 | FIGURE: WALL FRAMING |
| 150 | TABLE R602.3(1) FASTENING SCHEDULE-FLOOR REQUIREMENTS TABLE R602.3(1) FASTENING SCHEDULE FOR STRUCTURAL MEMBERS |
| 151 | FIGURE: FLOOR FRAMING |
| 152 | R602.3.1 STUD SIZE, HEIGHT, AND SPACING |
| 154 | FIGURE: EXAMPLE-PRESCRIPTIVE TALL WALLS |
| 156 | R602.7 HEADERS FIGURE: SOLID-SAWN LUMBER HEADER R602.7.1 SINGLE MEMBER HEADERS R602.7.2 RIM BOARD HEADERS FIGURE: RIM BOARD HEADER CONSTRUCTION |
| 157 | TABLE R602.7(1) GIRDER SPANS AND HEADER SPANS FOR EXTERIOR BEARING WALLS TABLE R602.7(3) GIRDER AND HEADER SPANS FOR OPEN PORCHES |
| 158 | R602.7.5 SUPPORTS FOR HEADERS TABLE R602.7.5 MINIMUM NUMBER OF FULL HEIGHT STUDS AT EACH END OF HEADERS IN EXTERIOR WALLS |
| 160 | TABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED TABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED |
| 161 | FIGURE: WALL BRACING TO RESIST WIND FORCES |
| 162 | TABLE R602.10.5 CONTRIBUTING LENGTH OF METHOD CS-PF BRACED WALL PANELS TABLE R602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS FIGURE: COMPARISON OF NAILING OF CS-PF AND PFG |
| 164 | R602.10.6.2 METHOD PFH: PORTAL FRAME WITH HOLD DOWNS R602.10.6.2 METHOD PFH: PORTAL FRAME WITH HOLD DOWNS FIGURE: METHOD PFH: PORTAL FRAME WITH HOLD DOWNS |
| 166 | R602.10.11 CRIPPLE WALL BRACING FIGURE: BRACED WALL PANEL SPACING ON CRIPPLE WALLS |
| 168 | R602.12 SIMPLIFIED WALL BRACING TABLE R602.12.4 MINIMUM NUMBER OF BRACING UNITS ON EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE |
| 171 | R603.9.5 STRUCTURAL SHEATHING OVER STEEL FRAMING FOR STONE AND MASONRY VENEER R603.9.5 STRUCTURAL SHEATHING FOR STONE AND MASONRY VENEER R603.9.5.1 SEISMIC DESIGN CATEGORY C R603.9.5.2 SEISMIC DESIGN CATEGORIES TABLE R603.9.5(1) REQUIRED LENGTH OF FULL HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 33-MIL COLD-FORMED STEEL FRAMING AND 6-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING |
| 174 | R606 MASONRY WALLS TABLE 6-1 SUMMARY OF CHANGES TO THE MASONRY WALL CONSTRUCTION PROVISIONS OF SECTION R606 |
| 178 | R606.3.5 GROUTING REQUIREMENTS FOR MASONRY CONSTRUCTION R606.3.5 GROUTING REQUIREMENTS R606.3.5.1 GROUT PLACEMENT FIGURE: GROUTED CELLS |
| 179 | R606.3.5.2 CLEANOUTS R606.3.5.3 CONSTRUCTION |
| 181 | R610.7 DRILLING AND NOTCHING IN STRUCTURAL INSULATED PANELS R610.7 DRILLING AND NOTCHING FIGURE: HOLES MADE ONSITE IN STRUCTURAL INSULATED PANELS |
| 182 | R703.3 SIDING MATERIAL THICKNESS AND ATTACHMENT R703.3 NOMINAL THICKNESS AND ATTACHMENTS R703.3.1 WIND LIMITATIONS TABLE R703.3.1 LIMITS FOR ATTACHMENT PER TABLE R703.3(1) |
| 183 | R703.3.2 FASTENERS TABLE R703.3.2 OPTIONAL SIDING ATTACHMENT SCHEDULE FOR FASTENERS WHERE NO STUD PENETRATION NECESSARY R703.3.3 MINIMUM FASTENER LENGTH AND PENETRATION |
| 184 | TABLE R703.3(1) SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS |
| 185 | TABLE R703.3(2) SCREW FASTENER SUBSTITUTION FOR SIDING ATTACHMENT TO COLD-FORMED STEEL LIGHT FRAME CONSTRUCTION |
| 187 | R703.5 WOOD, HARDBOARD, AND WOOD STRUCTURAL PANEL SIDING R703.5 WOOD, HARDBOARD, AND WOOD STRUCTURAL PANEL SIDING R703.5.1 VERTICAL WOOD SIDING FIGURE: WOOD SIDING OPTIONS |
| 188 | R703.5.2 PANEL SIDING R703.5.3 HORIZONTAL WOOD SIDING |
| 189 | R703.6 WOOD SHAKES AND SHINGLES ON EXTERIOR WALLS R703.6 WOOD SHAKES AND SHINGLES R703.6.1 APPLICATION FIGURE: WOOD SHINGLES AS EXTERIOR SIDING |
| 190 | TABLE 703.6.1 MINIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLS R703.6.2 WEATHER EXPOSURE R703.6.3 ATTACHMENT |
| 191 | TABLE R703.6.3(1) SINGLE COURSE SIDEWALL FASTENERS |
| 192 | TABLE R703.6.3(2) DOUBLE COURSE SIDEWALL FASTENERS |
| 193 | R703.9 EXTERIOR INSULATION AND FINISH SYSTEMS R703.9 EXTERIOR INSULATION AND FINISH SYSTEM R703.9.1 EXTERIOR INSULATION AND FINISH SYSTEMS R703.9.2 EXTERIOR INSULATION AND FINISH SYSTEM WITH DRAINAGE FIGURE: EIFS COMPOSITION |
| 195 | R703.11.1 VINYL SIDING ATTACHMENT R703.11.1 INSTALLATION R703.11.1.2 PENETRATION DEPTH FIGURE: VINYL SIDING ATTACHMENT |
| 196 | FIGURE: VINYL SIDING INSTALLATION R703.11.1.3 SPACING R703.11.1.4 VINYL SOFFIT PANELS SECTION R202 DEFINITIONS |
| 198 | R703.13,R703.14 INSULATED VINYL SIDING AND POLYPROPYLENE SIDING 703.13 INSULATED VINYL SIDING 703.13.1 INSULATED VINYL SIDING AND ACCESSORIES R703.14 POLYPROPYLENE SIDING R703.14.1 POLYPROPYLENE SIDING AND ACCESSORIES R703.14.1.1 INSTALLATION R703.14.1.2 FASTENER REQUIREMENTS R703.14.2 FIRE SEPARATION SECTION R202 DEFINITIONS |
| 199 | FIGURE: MINIMUM FIRE SEPARATION DISTANCE FOR POLYPROPYLENE SIDING |
| 201 | R703.15, R703.16, R703.17 CLADDING ATTACHMENT OVER FOAM SHEATHING R703.15 CLADDING ATTACHMENT OVER FOAM SHEATHING TO WOOD FRAMING FIGURE: SIDING ATTACHMENT OVER FOAM SHEATHING TO WOOD FRAMING |
| 202 | R703.15.1 DIRECT ATTACHMENT TABLE R703.15.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT R703.15.2 FURRED CLADDING ATTACHMENT R703.17 CLADDING ATTACHMENT OVER FOAM SHEATHING TO MASONRY OR CONCRETE WALL CONSTRUCTION |
| 203 | TABLE R703.15.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT |
| 205 | TABLES R802.4, R802.5 CEILING JOIST AND RAFTER TABLES TABLE R802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES |
| 207 | R806.1 ATTIC VENTILATION R806.1 VENTILATION REQUIRED FIGURE: ATTIC VENTILATION |
| 208 | TABLE R806.5 INSULATION FOR CONDENSATION CONTROL IN UNVENTED ATTICS TABLE R806.5 INSULATION FOR CONDENSATION CONTROL |
| 209 | R905.1.1 UNDERLAYMENT R905.1.1 UNDERLAYMENT FIGURE: UNDERLAYMENT |
| 210 | R905.1.2 ICE BARRIERS TABLE R905.1.1(1) UNDERLAYMENT TYPES |
| 211 | TABLE R905.1.1(2) |
| 212 | TABLE R905.1.1(3) |
| 213 | R905.7.5 WOOD SHINGLE APPLICATION R905.7.5 APPLICATION TABLE R905.7.5(2) NAIL REQUIREMENTS FOR WOOD SHAKES AND WOOD SHINGLES |
| 215 | R905.8.6 WOOD SHAKE APPLICATION R905.8.6 APPLICATION FIGURE: WOOD SHAKE ROOFING |
| 217 | R905.16 PHOTOVOLTAIC SHINGLES R905.16 PHOTOVOLTAIC SHINGLES R905.16.1 DECK REQUIREMENTS R905.16.2 DECK SLOPE R905.16.3 UNDERLAYMENT R905.16.4 UNDERLAYMENT APPLICATION R905.16.4.1 ICE BARRIER FIGURE: PHOTO VOLTAIC SHINGLE |
| 218 | R905.16.4.2 UNDERLAYMENT AND HIGH WINDS |
| 219 | R907 ROOFTOP-MOUNTED PHOTOVOLTAIC SYSTEMS R907.1 ROOFTOP-MOUNTED PHOTOVOLTAIC SYSTEMS R907.2 WIND RESISTANCE R907.3 FIRE CLASSIFICATION R907.4 INSTALLATION R907.5 PHOTOVOLTAIC PANELS AND MODULES FIGURE: ROOFTOP-MOUNTED PHOTOVOLTAIC SYSTEM |
| 220 | PART 4 ENERGY CONSERVATION CHAPTER 11 |
| 221 | N1101.13 COMPLIANCE PATHS N1101.13 COMPLIANCE FIGURE: BLOWER DOOR TEST |
| 222 | N1101.14 PERMANENT ENERGY CERTIFICATE N1101.14 CERTIFICATE FIGURE: A PERMANENT ENERGY CERTIFICATE MUST BE POSTED INSIDE THE BUILDING |
| 223 | FIGURE: PERMANENT ENERGY CERTIFICATE |
| 224 | N1102.1.3 R-VALUE COMPUTATION INSULATED SIDING N1102.1.3 R-VALUE COMPUTATION N1101.6 DEFINED TERMS FIGURE: INSULATED SIDING |
| 225 | SECTION R202 DEFINITIONS |
| 226 | N1102.2.4 ACCESS HATCHES AND DOORS N1102.2.4 (R402.2.4) ACCESS HATCHES AND DOORS FIGURE: HORIZONTAL ATTIC ACCESS HATCH FIGURE: VERTICAL ATTIC ACCESS DOOR |
| 228 | N1102.2.7, TABLE N1102.1.2 R-VALUE REDUCTION FOR WALLS WITH PARTIAL STRUCTURAL SHEATHING N1102.2.7 (R402.2.7) WALLS WITH PARTIAL STRUCTURAL SHEATHING FIGURE: R-VALUE REDUCTION FOR WALLS WITH PARTIAL STRUCTURAL SHEATHING |
| 229 | TABLE N11025.1.2 (R402.1.2) |
| 230 | N1102.2.8, TABLE N1102.4.1.1 FLOOR FRAMING CAVITY INSULATION N1102.2.8 FLOORS FIGURE: TWO OPTIONS FOR FLOOR INSULATION ABOVE UNCONDITIONED SPACE FIGURE: OPTION FOR FLOOR INSULATION ABOVE RIGID INSULATION |
| 231 | TABLE N1102.4.1.1 AIR BARRIER AND INSULATION INSTALLATION |
| 232 | TABLE N1102.4.1.1 INSULATION AT WALL CORNERS AND HEADERS TABLE N1102.4.1.1 (402.4.1.1) AIR BARRIER AND INSULATION INSTALLATION FIGURE: INSULATION REQUIRED TO FILL SPACE AT HEADERS AND EXTERIOR WALL CORNERS |
| 234 | N1102.4.2, TABLE N1102.4.1.1 WOOD-BURNING FIREPLACE DOORS N1102.4.2 (r402.4.2) FIREPLACES TABLE N1102.4.1.1 (R402.4.1.1) AIR BARRIER AND INSULATION INSTALLATION FIGURE: FIREPLACE DOORS MUST BE LISTED FOR THE APPLICATION |
| 236 | N1103.3 DUCT SEALING AND TESTING N1103.3 (R403.3) DUCTS N1103.3.2 (R403.3.1) SEALING FIGURE: DUCT SEAL-MASTIC |
| 237 | N1103.3.3 (R403.3.3) DUCT TESTING N1103.3.4 (R403.3.4) DUCT LEAKAGE |
| 238 | N1103.3.5 (R403.3.5) BUILDING CAVITIES |
| 239 | N1103.5 HEATED WATER CIRCULATION AND TEMPERATURE MAINTENANCE SYSTEMS N1103.5 (R403.5) SERVICE HOT WATER SYSTEMS N1103.5.1 (R403.5.1) HEATED WATER CIRCULATION AND TEMPERATURE MAINTENANCE SYSTEMS FIGURE: AUTOMATIC DEMAND HEATED WATER CIRCULATION SYSTEMS |
| 240 | N1103.5.1.1 (R403.5.1.1) CIRCULATION SYSTEMS N1103.5.1.2 (R403.5.1.2) HEAT TRACE SYSTEMS |
| 241 | PART 5 MECHANICAL CHAPTERS 12 THROUGH 23 |
| 242 | M1502.4.4, M1502.4.5 DRYER EXHAUST DUCT POWER VENTILATORS M1502.4.4 DRYER EXHAUST DUCT POWER VENTILATORS M1502.4.5 DUCT LENGTH M1502.4.5.1 SPECIFIED LENGTH M1502.4.5.2 MANUFACTURER’S INSTRUCTIONS M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR FIGURE: DRYER EXHAUST DUCT POWER VENTILATOR |
| 244 | M1502.4.6 DRYER DUCT LENGTH IDENTIFICATION M1502.4.6 LENGTH IDENTIFICATION FIGURE: A PERMANENT LABEL OR TAG IS ONLY REQUIRED WHEN THE EQUIVALENT LENGTH OF THE DRYER EXHAUST DUCT EXCEEDS 35 FEET |
| 246 | M1503.4 MAKEUP AIR FOR RANGE HOODS M1503.4 MAKEUP AIR REQUIRED FIGURE: REQUIRED MAKEUP AIR FOR KITCHEN EXHAUST HOODS EXCEEDING 400 CFM |
| 247 | M1503.4.1 LOCATION |
| 248 | M1506.2 EXHAUST DUCT LENGTH SECTION M1506 EXHAUST DUCTS AND EXHAUST OPENINGS M1506.1 DUCTS CONSTRUCTION M1506.2 DUCT LENGTH M1506.3 EXHAUST OPENINGS FIGURE: MAXIMUM LENGTH OF EXHAUST DUCT IS BASED ON FAN RATING AND TYPE AND DIAMETER OF DUCT |
| 249 | TABLE M1506.2 DUCT LENGTH |
| 250 | M1601.1.1.1, TABLE M1601.1.1, M1601.2 ABOVE-GROUND DUCT SYSTEMS M1601.1.1 ABOVE-GROUND DUCT SYSTEMS FIGURE: DUCTS NOT GREATER THAN 14 INCHES IN DIAMETER MAY BE CONSTRUCTED OF 30-GAGE GALVANIZED SHEET METAL |
| 251 | TABLE M1601.1.1 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITS |
| 253 | M1601.4 DUCT INSTALLATION M1601.4 INSTALLATION M1601.4.1 JOINTS, SEAMS AND CONNECTIONS FIGURE: TAPES AND MASTICS USED TO SEAL SHEET METAL DUCTS MUST BE LISTED TO UL 181 B |
| 254 | M1601.4.2 DUCT LAP M1601.4.4 SUPPORT |
| 256 | M1602 RETURN AIR SECTION M1602 RETURN AIR M1602.1 OUTDOOR AIR OPENINGS M1602.2 RETURN AIR OPENINGS FIGURE: PROHIBITED SOURCES OF RETURN AIR INCLUDE UNCONDITIONED ATTICS AND CRAWL SPACES |
| 258 | PART 6 FUEL GAS CHAPTER 24 |
| 259 | G2404.11 CONDENSATE PUMPS FIGURE: CONDENSATE PUMPS LOCATED IN ATTICS AND CRAWL SPACES MUST BE CONNECTED TO THE APPLIANCE SUCH THAT WEHN THE PUMP FALLS THE APPLIANCE SHUTS OFF |
| 260 | G2411.1.1 ELECTRICAL BONDING OF CORRUGATED STAINLESS STEEL TUBING FIGURE: BONDING OF CORRUGATED STAINLESS STEEL TUBING GAS PIPING |
| 261 | G2411.1.1.1 POINT OF CONNECTION G2411.1.1.2 SIZE AND MATERIAL OF JUMPER G2411.1.1.3 BONDING JUMPER LENGTH G2411.1.1.4 BONDING CONNECTIONS G2411.1.1.5 CONNECTION DEVICES |
| 262 | G2413.2 MAXIMUM GAS DEMAND |
| 263 | FIGURE: GAS PIPING SIZE IS BASED ON THE ACTUAL MAXIMUM INPUT RATING OF THE APPLIANCES |
| 264 | G2414.6 PLASTIC PIPE, TUBING AND FITTINGS FIGURE: APPROVED POLYETHYLENE GAS PIPING WITH MARKINGS IN ACCORDANCE WITH THE CODE AND ASTM D 2513 |
| 265 | G2415.5 FITTINGS IN CONCEALED LOCATIONS FIGURE: THREADED ELBOWS, TEES AND COUPLINGS FOR SCHEDULE 40 STEEL GAS PIPING ARE PREMITTED IN CONCEALED LOCATIONS |
| 267 | G2415.7 PROTECTION OF CONCEALED PIPING AGAINST PHYSICAL DAMAGE G2415.7.1 PIPING THROUGH BORED HOLES OR NOTCHES FIGURE: CONCEALED GAS PIPING WITH MINIMUM CLEARANCE OF 1 1/2 INCHES DOES NOT REQUIRE PROTECTION |
| 268 | G2415.7.2 PIPING INSTALLED IN OTHER LOCATIONS G2415.7.3 SHIELD PLATES |
| 269 | G2421.2 MEDIUM-PRESSURE REGULATORS G2421.2 MP REGULATORS FIGURE: UNION REQUIRED FOR MEDIUM-PRESSURE REGULATOR CONNECTED TO RIGID PIPING |
| 271 | G2422.1 CONNECTING PORTABLE AND MOVABLE APPLIANCES G2422.1 CONNECTING APPLIANCES FIGURE: NATURAL GAS HOSE CONNECTOR FOR PORTABLE OUTDOOR GAS APPLIANCES |
| 272 | G2422.1.5 MOVABLE APPLIANCES |
| 273 | G2426.7.1 DOOR CLEARANCE TO VENT TERMINALS G2426.7.1 DOOR SWING FIGURE: VENT TERMINALS MUST BE LOCATED SO DOORS CANNOT SWING WITHIN 12 INCHES TO PROTECT AGAINST PHYSICAL DAMAGE |
| 274 | FIGURE: THIS DIRECT-VENT TERMINAL IS SUBJECT TO DAMAGE FROM THE SWINGING DOOR |
| 275 | G2427.4.1, G2427.6.8.3 PLASTIC PIPING FOR APPLIANCE VENTS G2427.4.1 PLASTIC PIPING G2427.6.8.3 CATEGORY II, III AND IV APPLIANCES FIGURE: THE TYPE OF MATERIAL AND SIZING OF PLASTIC PIPE THAT IS SPECIFIED BY THE APPLIANCE MANUFACTURER AS A VENTING MATERIAL SHALL BE IN ACCORDANCE WITH THE MANUFACTURER’S INSTRUCTIONS |
| 277 | G2427.8 VENTING SYSTEM TERMINATION LOCATION FIGURE: A MINIMUM 10-FOOT HORIZONTAL SEPARATION IS REQUIRED BETWEEN A VENT TERMINAL AND AN OPENING OF AN ADJACENT BUILDING |
| 279 | G2439.4,G2439.7 CLOTHES DRYER EXHAUST DUCTS G2439.4 DRYER EXHAUST DUCT POWER VENTILATORS G2439.7 DOMESTIC CLOTHES DRYER EXHAUST DUCTS G2439.7.2 DUCT INSTALLATION G2439.7.4.3 DRYER EXHAUST DUCT POWER VENTILATOR LENGTH FIGURE: INSTALLATION OF A DRYER EXHAUST DUCT POWER VENTILATOR IN ACCORDANCE WITH THE MAUFACTURER’S INSTRUCTIONS TO INCRASE THE ALLOWABLE LENGTH OF DRYER EXHAUST DUCT |
| 280 | FIGURE: DRYER DUCT JOINTS MUST BE INSERTED IN THE DIRECTION OF FLOW AND FASTENERS CANNOT PENETRATE MORE THAN 1/8 INCH G2439.7.5 LENGTH IDENTIFICATION |
| 281 | FIGURE: A LENGTH IDENTIFICATION TAG IS REQUIRED IF THE EQUIVALENT DUCT LENGTH EXCEEDS 35 FEET |
| 283 | G2447.2 PROHIBITED LOCATION OF COMMERCIAL COOKING APPLIANCES G2447.2 PROHIBITED LOCATION FIGURE: HOUSEHOLD COOKING APPLIANCES |
| 284 | PART 7 PLUMBING CHAPTERS 25 THROUGH 33 |
| 286 | P2502.1, P2503.4 INSPECTION AND TESTS FOR BUILDING SEWERS P2502.1 EXISTING BUILDING SEWERS AND BUILDING DRAINS P2503.4 BUILDING SEWER TESTING FIGURE: EXISTING BUILDING DRAINS AND BUILDING SEWERS REQUIRE INTERNAL EXAMINATION TO VERIFY SLOPE AND CONDITION WHEN THE ENTIRE ABOVE-GROUND SANITARY DRAINAGE SYSTEM IS REPLACED |
| 288 | P2503.5 DRAIN, WASTE, AND VENT SYSTEMS TESTING P2503.5 DRAIN, WASTE AND VENT SYSTEMS TESTING FIGURE: WATER TEST ON DWV SYSTEM |
| 289 | P2503.5.1 ROUGH PLUMBING P2503.5.2 FINISHED PLUMBING |
| 290 | P2603.2.1 PROTECTION AGAINST PHYSICAL DAMAGE FIGURE: PHYSICAL PROTECTION OF CONCEALED PIPING |
| 292 | P2603.3 PROTECTION AGAINST CORROSION FIGURE: COPPER AND COPPER ALLOY PIPE AND TUBING REQUIRE PROTECTION FROM CORROSION WHEN IN CONTACT WITH CONCRETE, MASONRY AND STEEL FRAMING |
| 294 | TABLE P2605.1 PIPING SUPPORT TABLE P2065.1 PIPING SUPPORT |
| 295 | FIGURE: A GUIDE IS REQUIRED AT THE MIDPOINT BETWEEN SUPPORTS FOR VERTICAL PLASTIC PIPING 2 INCHES AND SMALLER |
| 296 | P2702.1, P2706.1 WASTE RECEPTORS SECTION R202 DEFINITIONS P2702.1 PLUMBING FIXTURES P2706.1 GENERAL FIGURE: TYPICAL LAUNDRY STANDPIPE IS AN EXAMPLE OF A WASTE RECEPTOR |
| 297 | P2706.1.1 HUB DRAINS P2706.1.2 STANDPIPES P2706.1.2.1 LAUNDRY TRAY CONNECTION TO STANDPIPE |
| 299 | P2717 DISHWASHING MACHINES P2717.1 PROTECTION OF WATER SUPPLY P2717.2 SINK AND DISHWASHER FIGURE: DISHWASHER DRAIN |
| 301 | P2801 WATER HEATER DRAIN VALVES AND PANS P2801.1 REQUIRED P2801.2 DRAIN VALVES P2801.6 REQUIRED PAN P2801.6.1 PAN SIZE AND DRAIN |
| 302 | FIGURE: WATER HEATER DRAIN VALVE WITH THREADED OUTLET AND DRAIN PAN FIGURE: WATER HEATER PAN INSTALLATION |
| 304 | P2804.6.1 WATER HEATER RELIEF VALVE DISHCHARGE PIPING P2804.6.1 REQUIREMENTS FOR DISCHARGE PIPING FIGURE: AIR GAP FOR TEMPERATURE AND PRESSURE RELIEF VALVE DISCHARGE PIPE |
| 306 | P2901, P2910 THROUGH P2913 FIGURE: NONPOTABLE WATER OUTLETS SUCH AS HOSE CONNECTIONS REQUIRE WARNING SIGNS WITH A PICTOGRAPH |
| 307 | SECTION R202 DEFINITIONS P2901.1 POTABLE WATER REQUIRED P2901.2 IDENTIFICATION OF NONPOTABLE WATER SYSTEMS P2901.2.1 SIGNAGE REQUIRED P2901.2.2 DISTRIBUTION PIPE LABELING AND MARKING |
| 308 | TABLE P2901.2.2.2 SIZE OF PIPE IDENTIFICATION P2901.2.2.1 COLOR P2901.2.2.2 LETTERING SIZE P2901.2.2.3 IDENTIFICATION TAPE SECTION P2910 NONPOTABLE WATER SYSTEMS SECTION P2911 ON-SITE NONPOTABLE WATER REUSE SYSTEMS P2911.6.1 GRAY WATER USED FOR FIXTURE FLUSHING SECTION P2912 NONPOTABLE RAINWATER COLLECTIONAND DISTRIBUTION SYSTEMS SECTION P2913 RECLAIMED WATER SYSTEMS |
| 311 | P2905 HEATED WATER DISTRIBUTION SYSTEMS P2905.1 HEATED WATER CIRCULATION SYSTEMS AND HEAT TRACE SYSTEMS P2905.2 DEMAND RECIRCULATION SYSTEMS FIGURE: HEAT TRACE TEMPERATURE MAINTENANCE SYSTEMS MUST COMPLY WITH THE ENERGY EFFICIENCY PROVISIONS OF CHAPTER 11 OF THE IRC |
| 313 | P2906.2 LEAD CONTENT OF DRINKING WATER PIPE AND FITTINGS P2906.2 LEAD CONTENT P2906.2.1 LEAD CONTENT OF DRINKING WATER PIPE AND FITTINGS FIGURE: PIPE FITTINGS USED TO SUPPLY WATER FOR DRINKING OR COOKING PURPOSES MUST COMPLY WITH NSF 372 AND HAVE NOT GREATER THAN 0.25 PERCENT LEAD CONTENT FIGURE: LOW LEAD THIRD-PARTY CERTIFICATION |
| 315 | P3003.9 SOLVENT CEMENTING OF PVC JOINTS P3003.9 PVC PLASTIC FIGURE: PURPLE PRIMER IS NO LONGER REQUIRED FOR JOINTS OF NON-PRESSURE PVC DWV PIPING 4 INCHES OR LESS IN DIAMETER P3003.9.1 MECHANICAL JOINTS P3003.9.2 SOLVENT CEMENTING |
| 317 | P3005.2 CLEANOUTS REQUIRED P3005.2.3 BUILDING DRAIN AND BUILDING SEWER JUNCTION P3005.2.6 CLEANOUT PLUGS P3005.2.10 CLEANOUT ACCESS FIGURE: CLEANOUT ON A STACK |
| 319 | P3008.1 BACKWATER VALVES P3008.1 SEWAGE BACKFLOW FIGURE: THE EXCEPTION ALLOWS THIS BACKWATER VALVE ARRANGEMENT ONLY FOR EXISTING BUILDINGS |
| 321 | P3103.1, P3103.2 VENT TERMINALS P3103.1 ROOF EXTENSION P3103.2 FROST CLOSURE FIGURE: VENT TERMINAL REQUIREMENTS TO PREVENT FROST CLOSURE IN COLD CLIMATES |
| 323 | P3201.2 TRAP SEAL PROTECTION AGAINST EVAPORATION P3201.2.1 TRAP SEAL PROTECTION P3201.2.1.1 POTABLE WATER-SUPPLIED TRAP SEAL PRIMER VALVE P3201.2.1.2 RECLAIMED OR GRAY-WATER-SUPPLIED TRAP SEAL PRIMER VALVE FIGURE: A BARRIER-TYPE TRAP SEAL PROTECTION DEVICE IS ONE OF FOUR METHODS OF PROTECTING THE FLOOR DRAIN TRAP SEAL FROM EVAPORATION |
| 324 | P3201.2.1.3 WASTE-WATER-SUPPLIED TRAP PRIMER DEVICE P3201.2.1.4 BARRIER-TYPE TRAP SEAL PROTECTION DEVICE |
| 325 | PART 8 ELECTRICAL CHAPTERS 34 THROUGH 43 |
| 326 | E3901.9 RECEPTACLE OUTLETS FOR GARAGES E3901.9 BASEMENTS, GARAGES AND ACCESSORY BUILDINGS FIGURE: A MINIMUM OF TWO RECEPTACLE OUTLETS ARE REQUIRED FOR A TWO-STALL GARAGE |
| 327 | E3902.8, E3902.9, E3902.10 GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION E3902.8 BATHTUB OR SHOWER STALL RECEPTACLES E3902.9 LAUNDRY AREAS FIGURE: GFCI PROTECTION REQUIRED FOR 125-VOLT 15 AND 20-AMP RECEPTACLE OUTLETS IN LAUNDRY AREAS AND NEAR SHOWERS OR BATHTUBS E3902.10 KITCHEN DISHWASHER BRANCH CIRCUIT |
| 328 | E4203.4.3 LOCATION OF LOW-VOLTAGE LUMINAIRES ADJACENT TO SWIMMING POOLS E4203.4.3 LOW-VOLTAGE LUMINAIRES FIGURE: LISTED LOW-VOLTAGE LUMINAIRS MEETING ALL CONDITIONS ARE ALLOWED WITHIN 5 FEET OF SWIMMING POOLS |
| 329 | E4204.2 BONDING OF OUTDOOR HOT TUBS AND SPAS E4204.2 BONDED PARTS |
| 330 | FIGURE: EQUIPOTENTIAL BONDING IS NOT REQUIRED FOR SELF-CONTAINED HOT TUBS THAT ARE INSTALLED ABOVE GROUND IN ACCORDANCE WITH THE MANUFACTURER’S INSTRUCTIONS AND THE CODE REQUIREMENTS |
| 331 | PART 9 APPENDICES APPENDIX A THROUGH S |
| 332 | APPENDIX R LIGHT STRAW-CLAY CONSTRUCTION SECTION AR101 GENERAL AR101.1 SCOPE SECTION AR102 DEFINITIONS AR102.1 GENERAL FIGURE: LIGHT STRAW-CLAY WALL CONSTRUCTION |
| 333 | SECTION AR103 NONBEARING LIGHT STRAW-CLAY CONSTRUCTION AR103.1 GENERAL AR103.2 STRUCTURE AR103.2.1 NUMBER OF STORIES AR103.2.2 BRACING AR103.2.3 WEIGHT OF LIGHT STRAW-CLAY |
| 334 | AR103.2.4 REINFORCEMENT OF LIGHT STRAW-CLAY AR103.3 MATERIALS AR103.3.1 STRAW |
| 336 | APPENDIX S STRAWBALE CONSTRUCTION FIGURE: STRAW SECTION AS101 GENERAL AS101.1 SCOPE FIGURE: STRAW BALES |
| 337 | SECTION AS102 DEFINITIONS SECTION AS103 BALES SECTION AS104 FINISHES SECTION AS105 STRAWBALE WALLS-GENERAL SECTION AS106 STRAWBALE WALLS-STRUCTURAL SECTION AS107 FIRE RESISTANCE SECTION AS108 THERMAL INSULATION SECTION AS109 REFERENCED STANDARDS |
| 340 | INDEX |
| 350 | ICC- DEDICATED TO THE SUPPORT OF BUILDING SAFETY PROFESSIONALS |
| 351 | ICC MEMBERSHIP |
| 352 | ICC EVALUATION SERVICE |
| 353 | GET IMMEDIATE DOWNLOADS OF THE STANDARDS YOU NEED |
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