{"id":186220,"date":"2024-10-19T11:41:22","date_gmt":"2024-10-19T11:41:22","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-significantchangestotheirc-2015\/"},"modified":"2024-10-25T04:05:44","modified_gmt":"2024-10-25T04:05:44","slug":"icc-significantchangestotheirc-2015","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-significantchangestotheirc-2015\/","title":{"rendered":"ICC SignificantChangestotheIRC 2015"},"content":{"rendered":"

Gain full access to the most critical updates in the International Residential Code\u00ae, including the real-world application of those changes and how they originated \u2014 all in a single, easy-to-use resource. SIGNIFICANT CHANGES TO THE INTERNATIONAL RESIDENTIAL CODE\u00ae 2015 Edition provides a comprehensive analysis of significant changes since the 2012 IRC\u00ae, 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\u00ae.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nSIGNIFICANT CHANGES TO THE INTERNATIONAL RESIDENTIAL CODE <\/td>\n<\/tr>\n
2<\/td>\nSIGNIFICANT CHANGES TO THE INTERNATIONAL RESIDENTIAL CODE TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nCONTENTS <\/td>\n<\/tr>\n
10<\/td>\nPREFACE <\/td>\n<\/tr>\n
14<\/td>\nPART 1 ADMINISTRATION CHAPTERS 1 AND 2 <\/td>\n<\/tr>\n
15<\/td>\nR101.2, R202 SCOPE-ACCESSORY STRUCTURES
SECTION R202 DEFINITIONS
FIGURE: ACCESSORY BUILDING <\/td>\n<\/tr>\n
17<\/td>\nR104.11 ALTERNATIVE MATERIALS, DESIGN, AND METHODS OF CONSTRUCTION AND EQUIPMENT
FIGURE: ALTERNATIVE PRODUCT <\/td>\n<\/tr>\n
18<\/td>\nR105.3.1.1 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 <\/td>\n<\/tr>\n
20<\/td>\nR106.1.4 INFORMATION FOR CONSTRUCTION IN FLOOD HAZARD AREAS
R106.1.4 INFORMATION FOR CONSTRUCTION IN FLOOD HAZARD AREAS
FIGURE: WAVE SCOUR OF A DWELLING FOUNDATION <\/td>\n<\/tr>\n
22<\/td>\nPART 2 BUILDING PLANNING CHAPTER 3 <\/td>\n<\/tr>\n
24<\/td>\nTABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
FIGURE: SPECIAL WIND REGION-COLUMBIA RIVER GORGE <\/td>\n<\/tr>\n
25<\/td>\nR301.2 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 <\/td>\n<\/tr>\n
26<\/td>\nR301.2.1.3 WIND SPEED CONVERSION
TABLE R301.2.1.3 WIND SPEED CONVERSIONS <\/td>\n<\/tr>\n
30<\/td>\nR301.2 WIND SPEED MAPS
FIGURE R301.2(4)A ULTIMATE DESIGN WIND SPEEDS <\/td>\n<\/tr>\n
31<\/td>\nFIGURE R301.2(4)b REGIONS WHERE WIND DESIGN IS REQUIRED <\/td>\n<\/tr>\n
32<\/td>\nFIGURE: COMPARISON OF WIND SPEED <\/td>\n<\/tr>\n
33<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
34<\/td>\nFIGURE: COMPONENT AND CLADDING PRESSURE ZONES
TABLE 3.1 COMPARISON OF ROOF ANGLE CATEGORIES <\/td>\n<\/tr>\n
35<\/td>\nR301.2.1.1.1 SUNROOMS
FIGURE: SUNROOM <\/td>\n<\/tr>\n
37<\/td>\nR301.2.1.2 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 <\/td>\n<\/tr>\n
39<\/td>\nR301.2.1.4 WIND EXPOSURE CATEGORY
R301.2.1.4 EXPOSURE CATEGORY
FIGURE: WIND EXPOSURE CATEGORY C AREA <\/td>\n<\/tr>\n
40<\/td>\nFIGURE: PREVIOUSLY CONSIDERED IN WIND EXPOSURE CATEGORY A, LARGE CITY CENTERS ARE NOW CLASSIFIED AS WIND EXPOSURE CATEGORY B <\/td>\n<\/tr>\n
42<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
43<\/td>\nR301.2.4 FLOODPLAIN CONSTRUCTION
R301.2.4 FLOODPLAIN CONSTRUCTION
R301.2.4.1 ALTERNATIVE PROVISIONS
FIGURE: HOUSES IN A FLOODPLAIN <\/td>\n<\/tr>\n
45<\/td>\nR301.3 STORY HEIGHT <\/td>\n<\/tr>\n
46<\/td>\nFIGURE: STORY HEIGHT <\/td>\n<\/tr>\n
48<\/td>\nR302.1 EXTERIOR WALLS
TABLE R302.1 (1) EXTERIOR WALLS <\/td>\n<\/tr>\n
49<\/td>\nTABLE R302.1(2) EXTERIOR WALLS-DWELLINGS WITH FIRE SPRINKLERS
FIGURE: FIRE RESISTANCE RATING IS NOT REQUIRED FOR ROOF EAVE PROJECTIONS WHEN FIREBLOCKING IS INSTALLED <\/td>\n<\/tr>\n
51<\/td>\nTABLE 3-2 FIRE RESISTANCE OF ROOF OVERHANG PROJECTIONS <\/td>\n<\/tr>\n
52<\/td>\nR302.2 TOWNHOUSE SEPARATION
R302.2 TOWNHOUSES
FIGURE: COMMON WALLS SEPARATING TOWNHOUSES <\/td>\n<\/tr>\n
53<\/td>\nR302.2.4 STRUCTURAL INDEPENDENCE <\/td>\n<\/tr>\n
55<\/td>\nR302.13 FIRE PROTECTION OF FLOORS
R302.13 FIRE PROTECTION OF FLOORS
FIGURE: FIRE PROTECTION OF FLOORS <\/td>\n<\/tr>\n
56<\/td>\nFIGURE: OPEN WEB FLOOR TRUSSES REQUIRING MEMBRANCE PROTECTION ON THE UNDERSIDE <\/td>\n<\/tr>\n
57<\/td>\nR303.7, R303.8 STAIRWAY ILLUMINATION
FIGURE: STAIRWAY ILLUMINATION <\/td>\n<\/tr>\n
58<\/td>\nR303.7 INTERIOR STAIRWAY ILLUMINATION
R303.8 EXTERIOR STAIRWAY ILLUMINATION <\/td>\n<\/tr>\n
59<\/td>\nR304.1 MINIMUM HABITABLE ROOM AREA
R304.1 MINIMUM AREA
FIGURE: SMALL DWELLING COMPLYING WITH MINIMUM AREA REQUIREMENTS <\/td>\n<\/tr>\n
61<\/td>\nR305 CEILING HEIGHT
SECTION R305 CEILING HEIGHT
R305.1 MINIMUM HEIGHT
FIGURE: CEILING HEIGHT <\/td>\n<\/tr>\n
62<\/td>\nR305.1.1 BASEMENTS <\/td>\n<\/tr>\n
64<\/td>\nR308.4.2 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 <\/td>\n<\/tr>\n
66<\/td>\nR308.4.5 GLAZING AND WET SURFACES
FIGURE: GLAZING FACING SHOWER <\/td>\n<\/tr>\n
68<\/td>\nR308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING
FIGURE: GLAZING ADJACENT TO BOTTOM STAIR LANDING <\/td>\n<\/tr>\n
69<\/td>\nR310 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 <\/td>\n<\/tr>\n
70<\/td>\nR310.2.3.1 LADDER AND STEPS
FIGURE: TYPICAL USE OF PATIO DOORS AND WINDOWS AS EMERGENCY ESCAPE AND RESCUE OPENINGS
FIGURE: EMERGENCY ESCAPE AN DRESCUE WINDOWS <\/td>\n<\/tr>\n
71<\/td>\nR310.2.3.2 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 <\/td>\n<\/tr>\n
73<\/td>\nR310.5, 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 <\/td>\n<\/tr>\n
75<\/td>\nR311.1 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 <\/td>\n<\/tr>\n
76<\/td>\nR311.7.3, 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 <\/td>\n<\/tr>\n
78<\/td>\nR311.7.10.1 SPIRAL STAIRWAY
FIGURE: SPIRAL STAIRWAY
SECTION R202 DEFINITIONS <\/td>\n<\/tr>\n
79<\/td>\nFIGURE: MEASURING THE TREAD OF SPIRAL STAIRS AT THE INTERSECTION OF THE TREAD NOSING AND THE WALKLINE
FIGURE: MAXIMUM WALKLINE RADIUS FOR A SPIRAL STAIRWAY <\/td>\n<\/tr>\n
80<\/td>\nR311.7.11, R311.7.12 ALTERNATING TREAD DEVICES AND SHIP LADDERS
SECTION R202 DEFINITIONS
R311.7.11 ALTERNATING TREAD DEVICES
FIGURE: ALTERNATING TREAD DEVICE <\/td>\n<\/tr>\n
81<\/td>\nFIGURE: 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 <\/td>\n<\/tr>\n
83<\/td>\nR311.8 RAMPS
R311.8.1 MAXIMUM SLOPE
FIGURE: MAXIMUM RAMP SLOPES
FIGURE: RAMP SERVING THE REQUIRED EGRESS DOOR <\/td>\n<\/tr>\n
85<\/td>\nR312.1.2 GUARD HEIGHT
R312.1.2 HEIGHT
FIGURE: EXAMPLE OF A GUARD WITH FIXED SEATING
FIGURE: MEASURING GUARD HEIGHT AT FIXED SEATING <\/td>\n<\/tr>\n
87<\/td>\nR312.2.1 WINDOW FALL PROTECTION
R312.2.1 WINDOW SILLS
FIGURE: THREE METHODS FOR COMPLYING WITH THE WINDOW FALL PREVENTION PROVISIONS <\/td>\n<\/tr>\n
88<\/td>\nR312.2.2 WINDOW OPENING CONTROL DEVICES <\/td>\n<\/tr>\n
89<\/td>\nR314 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 <\/td>\n<\/tr>\n
90<\/td>\nR314.3 LOCATION
R314.3.1 INSTALLATION NEAR COOKING APPLIANCES
FIGURE: SMOKE ALARM DISTANCES FROM BATHROOMS AND COOKING APPLIANCES <\/td>\n<\/tr>\n
91<\/td>\nR314.4 INTERCONNECTION
R314.5 COMBINATION ALARMS
R314.6 POWER SOURCE
R314.7 FIRE ALARM SYSTEMS
R314.7.1 GENERAL <\/td>\n<\/tr>\n
92<\/td>\nR314.7.2 LOCATION
R314.7.3 PERMANENT FIXTURE
R314.7.4 COMBINATION DETECTORS <\/td>\n<\/tr>\n
95<\/td>\nR315 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 <\/td>\n<\/tr>\n
96<\/td>\nR315.2.2 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 <\/td>\n<\/tr>\n
97<\/td>\nR315.4 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 <\/td>\n<\/tr>\n
100<\/td>\nR322.1, 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 <\/td>\n<\/tr>\n
101<\/td>\nR322.2.1 ELEVATION REQUIREMENTS <\/td>\n<\/tr>\n
103<\/td>\nR322.3 COASTAL HIGH-HAZARD AREAS
R322.3.3 FOUNDATIONS
FIGURE: PIER AND BEAM CONSTRUCTION IN A COASTAL HIGH-HAZARD AREA <\/td>\n<\/tr>\n
106<\/td>\nR325 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 <\/td>\n<\/tr>\n
108<\/td>\nPART 3 BUILDING CONSTRUCTION CHAPTERS 4 THROUGH 10 <\/td>\n<\/tr>\n
110<\/td>\nR403.1.1 MINIMUM FOOTING SIZE
TABLE R403.1(1) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS <\/td>\n<\/tr>\n
112<\/td>\nFIGURE: FOOTING-STERN WALL
FIGURE: FOOTING-BASEMENT WALL <\/td>\n<\/tr>\n
113<\/td>\nFIGURE: MINIMUM FOOTING SIZE EXAMPLES <\/td>\n<\/tr>\n
115<\/td>\nR403.1.2, R602.10.9.1 CONTINUOUS FOOTINGS IN SEISMIC DESIGN CATEGORIES
FIGURE: CONTINUOUS FOOTING <\/td>\n<\/tr>\n
116<\/td>\nR602.10.9.1 BRACED WALL PANEL SUPPORT FOR SEISMIC DESIGN CATEGORIES <\/td>\n<\/tr>\n
117<\/td>\nTABLE 4-1 CONTINUOUS FOOTING REQUIREMENTS IN HIGH-SEISMIC REGIONS <\/td>\n<\/tr>\n
118<\/td>\nR403.1.3 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 <\/td>\n<\/tr>\n
119<\/td>\nR403.1.3.3 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 <\/td>\n<\/tr>\n
120<\/td>\nFIGURE R403.1.3 REINFORCED CONCRETE FOOTINGS AND MASONRY AND CONCRETE STEMWALLS IN SDC <\/td>\n<\/tr>\n
121<\/td>\nR403.1.3.5.4 LAP SPLICES
R403.1.3.6 ISOLATED CONCRETE FOOTINGS <\/td>\n<\/tr>\n
122<\/td>\nR403.1.6 FOUNDATION ANCHORAGE
FIGURE: ANCHOR BOLT PLACEMENT-CENTERED IN SILL PLATE
FIGURE: ALTERNATE ANCHORAGE <\/td>\n<\/tr>\n
123<\/td>\nFIGURE: MINIMUM EDGE DISTANCE <\/td>\n<\/tr>\n
125<\/td>\nR404.1.4.1 MASONRY FOUNDATION WALLS IN SDC
R404.1.4.1 MASONRY FOUNDATION WALLS
FIGURE: MASONRY FOUNDATION WALL <\/td>\n<\/tr>\n
126<\/td>\nR404.4 RETAINING WALLS
FIGURE: RETAINING WALL <\/td>\n<\/tr>\n
127<\/td>\nTABLES 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\/\u0394 = 360)a <\/td>\n<\/tr>\n
128<\/td>\nFIGURE: LUMBER FLOOR JOISTS
FIGURE: FLOOR JOIST SPAN EXAMPLES <\/td>\n<\/tr>\n
130<\/td>\nR502.10 FRAMING OF FLOOR OPENINGS
FIGURE: OPENING IN FLOOR FRAMING <\/td>\n<\/tr>\n
132<\/td>\nR507.1, R507.4 DECKING
R507.1 DECKS
R507.4 DECKING
TABLE R507.4 MAXIMUM JOIST SPACING
FIGURE: DECKING <\/td>\n<\/tr>\n
134<\/td>\nR507.2 DECK LEDGER CONNECTION TO BAND JOIST
R507.2.1 LEDGER DETAILS
FIGURE: DECK LEDGER CONNECTION TO BAND JOIST <\/td>\n<\/tr>\n
135<\/td>\nR507.2.2 BAND JOIST DETAILS
R507.2.3 LEDGER TO BAND JOIST FASTENER DETAILS
TABLE R507.2 DECK LEDGER CONNECTION TO BAND JOIST <\/td>\n<\/tr>\n
137<\/td>\nR507.2.4 ALTERNATIVE DECK LATERAL LOAD CONNECTION
R507.2.4 DECK LATERAL LOAD CONNECTION
FIGURE: ALTERNATIVE DECK ATTACHMENT FOR LATERAL LOADS <\/td>\n<\/tr>\n
139<\/td>\nR507.5, R507.6, R507.7 DECK JOISTS AND BEAMS
R507.5 DECK JOISTS
R507.5.1 LATERAL RESTRAINT AT SUPPORTS
FIGURE: TYPICAL DECK JOIST SPANS <\/td>\n<\/tr>\n
140<\/td>\nTABLE R507.5 DECK JOIST SPANS FOR COMMON LUMBER SPECIES
FIGURE: TYPICAL DECK BEAM SPANS <\/td>\n<\/tr>\n
141<\/td>\nR507.6 DECK BEAMS
R507.7 DECK JOIST AND DECK BEAM BEARING
TABLE R507.6 DECK BEAM SPAN LENGTH <\/td>\n<\/tr>\n
142<\/td>\nR507.7.1 DECK POST TO DECK BEAM
FIGURE: CONNECTION OF DECK POSTS TO DECK BEAM <\/td>\n<\/tr>\n
144<\/td>\nR507.8 DECK POSTS
TABLE R507.8 DECK POST HEIGHT
R507.8.1 DECK POST TO DECK FOOTING
FIGURE: TYPICAL DECK POSTS TO DECK FOOTINGS <\/td>\n<\/tr>\n
145<\/td>\nTABLE R602.3(1) FASTENING SCHEDULE-ROOF REQUIREMENTS
TABLE R602.3(1) FASTENING SCHEDULE <\/td>\n<\/tr>\n
146<\/td>\nFIGURE: ROOF FRAMING <\/td>\n<\/tr>\n
147<\/td>\nTABLE R602.3(1) FASTENING SCHEDULE-WALL REQUIREMENTS
TABLE R602.3(1) FASTENING SCHEDULE <\/td>\n<\/tr>\n
149<\/td>\nFIGURE: WALL FRAMING <\/td>\n<\/tr>\n
150<\/td>\nTABLE R602.3(1) FASTENING SCHEDULE-FLOOR REQUIREMENTS
TABLE R602.3(1) FASTENING SCHEDULE FOR STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
151<\/td>\nFIGURE: FLOOR FRAMING <\/td>\n<\/tr>\n
152<\/td>\nR602.3.1 STUD SIZE, HEIGHT, AND SPACING <\/td>\n<\/tr>\n
154<\/td>\nFIGURE: EXAMPLE-PRESCRIPTIVE TALL WALLS <\/td>\n<\/tr>\n
156<\/td>\nR602.7 HEADERS
FIGURE: SOLID-SAWN LUMBER HEADER
R602.7.1 SINGLE MEMBER HEADERS
R602.7.2 RIM BOARD HEADERS
FIGURE: RIM BOARD HEADER CONSTRUCTION <\/td>\n<\/tr>\n
157<\/td>\nTABLE R602.7(1) GIRDER SPANS AND HEADER SPANS FOR EXTERIOR BEARING WALLS
TABLE R602.7(3) GIRDER AND HEADER SPANS FOR OPEN PORCHES <\/td>\n<\/tr>\n
158<\/td>\nR602.7.5 SUPPORTS FOR HEADERS
TABLE R602.7.5 MINIMUM NUMBER OF FULL HEIGHT STUDS AT EACH END OF HEADERS IN EXTERIOR WALLS <\/td>\n<\/tr>\n
160<\/td>\nTABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED
TABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED <\/td>\n<\/tr>\n
161<\/td>\nFIGURE: WALL BRACING TO RESIST WIND FORCES <\/td>\n<\/tr>\n
162<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
164<\/td>\nR602.10.6.2 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 <\/td>\n<\/tr>\n
166<\/td>\nR602.10.11 CRIPPLE WALL BRACING
FIGURE: BRACED WALL PANEL SPACING ON CRIPPLE WALLS <\/td>\n<\/tr>\n
168<\/td>\nR602.12 SIMPLIFIED WALL BRACING
TABLE R602.12.4 MINIMUM NUMBER OF BRACING UNITS ON EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE <\/td>\n<\/tr>\n
171<\/td>\nR603.9.5 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 <\/td>\n<\/tr>\n
174<\/td>\nR606 MASONRY WALLS
TABLE 6-1 SUMMARY OF CHANGES TO THE MASONRY WALL CONSTRUCTION PROVISIONS OF SECTION R606 <\/td>\n<\/tr>\n
178<\/td>\nR606.3.5 GROUTING REQUIREMENTS FOR MASONRY CONSTRUCTION
R606.3.5 GROUTING REQUIREMENTS
R606.3.5.1 GROUT PLACEMENT
FIGURE: GROUTED CELLS <\/td>\n<\/tr>\n
179<\/td>\nR606.3.5.2 CLEANOUTS
R606.3.5.3 CONSTRUCTION <\/td>\n<\/tr>\n
181<\/td>\nR610.7 DRILLING AND NOTCHING IN STRUCTURAL INSULATED PANELS
R610.7 DRILLING AND NOTCHING
FIGURE: HOLES MADE ONSITE IN STRUCTURAL INSULATED PANELS <\/td>\n<\/tr>\n
182<\/td>\nR703.3 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) <\/td>\n<\/tr>\n
183<\/td>\nR703.3.2 FASTENERS
TABLE R703.3.2 OPTIONAL SIDING ATTACHMENT SCHEDULE FOR FASTENERS WHERE NO STUD PENETRATION NECESSARY
R703.3.3 MINIMUM FASTENER LENGTH AND PENETRATION <\/td>\n<\/tr>\n
184<\/td>\nTABLE R703.3(1) SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
185<\/td>\nTABLE R703.3(2) SCREW FASTENER SUBSTITUTION FOR SIDING ATTACHMENT TO COLD-FORMED STEEL LIGHT FRAME CONSTRUCTION <\/td>\n<\/tr>\n
187<\/td>\nR703.5 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 <\/td>\n<\/tr>\n
188<\/td>\nR703.5.2 PANEL SIDING
R703.5.3 HORIZONTAL WOOD SIDING <\/td>\n<\/tr>\n
189<\/td>\nR703.6 WOOD SHAKES AND SHINGLES ON EXTERIOR WALLS
R703.6 WOOD SHAKES AND SHINGLES
R703.6.1 APPLICATION
FIGURE: WOOD SHINGLES AS EXTERIOR SIDING <\/td>\n<\/tr>\n
190<\/td>\nTABLE 703.6.1 MINIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLS
R703.6.2 WEATHER EXPOSURE
R703.6.3 ATTACHMENT <\/td>\n<\/tr>\n
191<\/td>\nTABLE R703.6.3(1) SINGLE COURSE SIDEWALL FASTENERS <\/td>\n<\/tr>\n
192<\/td>\nTABLE R703.6.3(2) DOUBLE COURSE SIDEWALL FASTENERS <\/td>\n<\/tr>\n
193<\/td>\nR703.9 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 <\/td>\n<\/tr>\n
195<\/td>\nR703.11.1 VINYL SIDING ATTACHMENT
R703.11.1 INSTALLATION
R703.11.1.2 PENETRATION DEPTH
FIGURE: VINYL SIDING ATTACHMENT <\/td>\n<\/tr>\n
196<\/td>\nFIGURE: VINYL SIDING INSTALLATION
R703.11.1.3 SPACING
R703.11.1.4 VINYL SOFFIT PANELS
SECTION R202 DEFINITIONS <\/td>\n<\/tr>\n
198<\/td>\nR703.13,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 <\/td>\n<\/tr>\n
199<\/td>\nFIGURE: MINIMUM FIRE SEPARATION DISTANCE FOR POLYPROPYLENE SIDING <\/td>\n<\/tr>\n
201<\/td>\nR703.15, 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 <\/td>\n<\/tr>\n
202<\/td>\nR703.15.1 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 <\/td>\n<\/tr>\n
203<\/td>\nTABLE R703.15.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT <\/td>\n<\/tr>\n
205<\/td>\nTABLES R802.4, R802.5 CEILING JOIST AND RAFTER TABLES
TABLE R802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
207<\/td>\nR806.1 ATTIC VENTILATION
R806.1 VENTILATION REQUIRED
FIGURE: ATTIC VENTILATION <\/td>\n<\/tr>\n
208<\/td>\nTABLE R806.5 INSULATION FOR CONDENSATION CONTROL IN UNVENTED ATTICS
TABLE R806.5 INSULATION FOR CONDENSATION CONTROL <\/td>\n<\/tr>\n
209<\/td>\nR905.1.1 UNDERLAYMENT
R905.1.1 UNDERLAYMENT
FIGURE: UNDERLAYMENT <\/td>\n<\/tr>\n
210<\/td>\nR905.1.2 ICE BARRIERS
TABLE R905.1.1(1) UNDERLAYMENT TYPES <\/td>\n<\/tr>\n
211<\/td>\nTABLE R905.1.1(2) <\/td>\n<\/tr>\n
212<\/td>\nTABLE R905.1.1(3) <\/td>\n<\/tr>\n
213<\/td>\nR905.7.5 WOOD SHINGLE APPLICATION
R905.7.5 APPLICATION
TABLE R905.7.5(2) NAIL REQUIREMENTS FOR WOOD SHAKES AND WOOD SHINGLES <\/td>\n<\/tr>\n
215<\/td>\nR905.8.6 WOOD SHAKE APPLICATION
R905.8.6 APPLICATION
FIGURE: WOOD SHAKE ROOFING <\/td>\n<\/tr>\n
217<\/td>\nR905.16 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 <\/td>\n<\/tr>\n
218<\/td>\nR905.16.4.2 UNDERLAYMENT AND HIGH WINDS <\/td>\n<\/tr>\n
219<\/td>\nR907 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 <\/td>\n<\/tr>\n
220<\/td>\nPART 4 ENERGY CONSERVATION CHAPTER 11 <\/td>\n<\/tr>\n
221<\/td>\nN1101.13 COMPLIANCE PATHS
N1101.13 COMPLIANCE
FIGURE: BLOWER DOOR TEST <\/td>\n<\/tr>\n
222<\/td>\nN1101.14 PERMANENT ENERGY CERTIFICATE
N1101.14 CERTIFICATE
FIGURE: A PERMANENT ENERGY CERTIFICATE MUST BE POSTED INSIDE THE BUILDING <\/td>\n<\/tr>\n
223<\/td>\nFIGURE: PERMANENT ENERGY CERTIFICATE <\/td>\n<\/tr>\n
224<\/td>\nN1102.1.3 R-VALUE COMPUTATION INSULATED SIDING
N1102.1.3 R-VALUE COMPUTATION
N1101.6 DEFINED TERMS
FIGURE: INSULATED SIDING <\/td>\n<\/tr>\n
225<\/td>\nSECTION R202 DEFINITIONS <\/td>\n<\/tr>\n
226<\/td>\nN1102.2.4 ACCESS HATCHES AND DOORS
N1102.2.4 (R402.2.4) ACCESS HATCHES AND DOORS
FIGURE: HORIZONTAL ATTIC ACCESS HATCH
FIGURE: VERTICAL ATTIC ACCESS DOOR <\/td>\n<\/tr>\n
228<\/td>\nN1102.2.7, 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 <\/td>\n<\/tr>\n
229<\/td>\nTABLE N11025.1.2 (R402.1.2) <\/td>\n<\/tr>\n
230<\/td>\nN1102.2.8, 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 <\/td>\n<\/tr>\n
231<\/td>\nTABLE N1102.4.1.1 AIR BARRIER AND INSULATION INSTALLATION <\/td>\n<\/tr>\n
232<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
234<\/td>\nN1102.4.2, 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 <\/td>\n<\/tr>\n
236<\/td>\nN1103.3 DUCT SEALING AND TESTING
N1103.3 (R403.3) DUCTS
N1103.3.2 (R403.3.1) SEALING
FIGURE: DUCT SEAL-MASTIC <\/td>\n<\/tr>\n
237<\/td>\nN1103.3.3 (R403.3.3) DUCT TESTING
N1103.3.4 (R403.3.4) DUCT LEAKAGE <\/td>\n<\/tr>\n
238<\/td>\nN1103.3.5 (R403.3.5) BUILDING CAVITIES <\/td>\n<\/tr>\n
239<\/td>\nN1103.5 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 <\/td>\n<\/tr>\n
240<\/td>\nN1103.5.1.1 (R403.5.1.1) CIRCULATION SYSTEMS
N1103.5.1.2 (R403.5.1.2) HEAT TRACE SYSTEMS <\/td>\n<\/tr>\n
241<\/td>\nPART 5 MECHANICAL CHAPTERS 12 THROUGH 23 <\/td>\n<\/tr>\n
242<\/td>\nM1502.4.4, 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 <\/td>\n<\/tr>\n
244<\/td>\nM1502.4.6 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 <\/td>\n<\/tr>\n
246<\/td>\nM1503.4 MAKEUP AIR FOR RANGE HOODS
M1503.4 MAKEUP AIR REQUIRED
FIGURE: REQUIRED MAKEUP AIR FOR KITCHEN EXHAUST HOODS EXCEEDING 400 CFM <\/td>\n<\/tr>\n
247<\/td>\nM1503.4.1 LOCATION <\/td>\n<\/tr>\n
248<\/td>\nM1506.2 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 <\/td>\n<\/tr>\n
249<\/td>\nTABLE M1506.2 DUCT LENGTH <\/td>\n<\/tr>\n
250<\/td>\nM1601.1.1.1, 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 <\/td>\n<\/tr>\n
251<\/td>\nTABLE M1601.1.1 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITS <\/td>\n<\/tr>\n
253<\/td>\nM1601.4 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 <\/td>\n<\/tr>\n
254<\/td>\nM1601.4.2 DUCT LAP
M1601.4.4 SUPPORT <\/td>\n<\/tr>\n
256<\/td>\nM1602 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 <\/td>\n<\/tr>\n
258<\/td>\nPART 6 FUEL GAS CHAPTER 24 <\/td>\n<\/tr>\n
259<\/td>\nG2404.11 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 <\/td>\n<\/tr>\n
260<\/td>\nG2411.1.1 ELECTRICAL BONDING OF CORRUGATED STAINLESS STEEL TUBING
FIGURE: BONDING OF CORRUGATED STAINLESS STEEL TUBING GAS PIPING <\/td>\n<\/tr>\n
261<\/td>\nG2411.1.1.1 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 <\/td>\n<\/tr>\n
262<\/td>\nG2413.2 MAXIMUM GAS DEMAND <\/td>\n<\/tr>\n
263<\/td>\nFIGURE: GAS PIPING SIZE IS BASED ON THE ACTUAL MAXIMUM INPUT RATING OF THE APPLIANCES <\/td>\n<\/tr>\n
264<\/td>\nG2414.6 PLASTIC PIPE, TUBING AND FITTINGS
FIGURE: APPROVED POLYETHYLENE GAS PIPING WITH MARKINGS IN ACCORDANCE WITH THE CODE AND ASTM D 2513 <\/td>\n<\/tr>\n
265<\/td>\nG2415.5 FITTINGS IN CONCEALED LOCATIONS
FIGURE: THREADED ELBOWS, TEES AND COUPLINGS FOR SCHEDULE 40 STEEL GAS PIPING ARE PREMITTED IN CONCEALED LOCATIONS <\/td>\n<\/tr>\n
267<\/td>\nG2415.7 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 <\/td>\n<\/tr>\n
268<\/td>\nG2415.7.2 PIPING INSTALLED IN OTHER LOCATIONS
G2415.7.3 SHIELD PLATES <\/td>\n<\/tr>\n
269<\/td>\nG2421.2 MEDIUM-PRESSURE REGULATORS
G2421.2 MP REGULATORS
FIGURE: UNION REQUIRED FOR MEDIUM-PRESSURE REGULATOR CONNECTED TO RIGID PIPING <\/td>\n<\/tr>\n
271<\/td>\nG2422.1 CONNECTING PORTABLE AND MOVABLE APPLIANCES
G2422.1 CONNECTING APPLIANCES
FIGURE: NATURAL GAS HOSE CONNECTOR FOR PORTABLE OUTDOOR GAS APPLIANCES <\/td>\n<\/tr>\n
272<\/td>\nG2422.1.5 MOVABLE APPLIANCES <\/td>\n<\/tr>\n
273<\/td>\nG2426.7.1 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 <\/td>\n<\/tr>\n
274<\/td>\nFIGURE: THIS DIRECT-VENT TERMINAL IS SUBJECT TO DAMAGE FROM THE SWINGING DOOR <\/td>\n<\/tr>\n
275<\/td>\nG2427.4.1, 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 <\/td>\n<\/tr>\n
277<\/td>\nG2427.8 VENTING SYSTEM TERMINATION LOCATION
FIGURE: A MINIMUM 10-FOOT HORIZONTAL SEPARATION IS REQUIRED BETWEEN A VENT TERMINAL AND AN OPENING OF AN ADJACENT BUILDING <\/td>\n<\/tr>\n
279<\/td>\nG2439.4,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 <\/td>\n<\/tr>\n
280<\/td>\nFIGURE: 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 <\/td>\n<\/tr>\n
281<\/td>\nFIGURE: A LENGTH IDENTIFICATION TAG IS REQUIRED IF THE EQUIVALENT DUCT LENGTH EXCEEDS 35 FEET <\/td>\n<\/tr>\n
283<\/td>\nG2447.2 PROHIBITED LOCATION OF COMMERCIAL COOKING APPLIANCES
G2447.2 PROHIBITED LOCATION
FIGURE: HOUSEHOLD COOKING APPLIANCES <\/td>\n<\/tr>\n
284<\/td>\nPART 7 PLUMBING CHAPTERS 25 THROUGH 33 <\/td>\n<\/tr>\n
286<\/td>\nP2502.1, 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 <\/td>\n<\/tr>\n
288<\/td>\nP2503.5 DRAIN, WASTE, AND VENT SYSTEMS TESTING
P2503.5 DRAIN, WASTE AND VENT SYSTEMS TESTING
FIGURE: WATER TEST ON DWV SYSTEM <\/td>\n<\/tr>\n
289<\/td>\nP2503.5.1 ROUGH PLUMBING
P2503.5.2 FINISHED PLUMBING <\/td>\n<\/tr>\n
290<\/td>\nP2603.2.1 PROTECTION AGAINST PHYSICAL DAMAGE
FIGURE: PHYSICAL PROTECTION OF CONCEALED PIPING <\/td>\n<\/tr>\n
292<\/td>\nP2603.3 PROTECTION AGAINST CORROSION
FIGURE: COPPER AND COPPER ALLOY PIPE AND TUBING REQUIRE PROTECTION FROM CORROSION WHEN IN CONTACT WITH CONCRETE, MASONRY AND STEEL FRAMING <\/td>\n<\/tr>\n
294<\/td>\nTABLE P2605.1 PIPING SUPPORT
TABLE P2065.1 PIPING SUPPORT <\/td>\n<\/tr>\n
295<\/td>\nFIGURE: A GUIDE IS REQUIRED AT THE MIDPOINT BETWEEN SUPPORTS FOR VERTICAL PLASTIC PIPING 2 INCHES AND SMALLER <\/td>\n<\/tr>\n
296<\/td>\nP2702.1, 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 <\/td>\n<\/tr>\n
297<\/td>\nP2706.1.1 HUB DRAINS
P2706.1.2 STANDPIPES
P2706.1.2.1 LAUNDRY TRAY CONNECTION TO STANDPIPE <\/td>\n<\/tr>\n
299<\/td>\nP2717 DISHWASHING MACHINES
P2717.1 PROTECTION OF WATER SUPPLY
P2717.2 SINK AND DISHWASHER
FIGURE: DISHWASHER DRAIN <\/td>\n<\/tr>\n
301<\/td>\nP2801 WATER HEATER DRAIN VALVES AND PANS
P2801.1 REQUIRED
P2801.2 DRAIN VALVES
P2801.6 REQUIRED PAN
P2801.6.1 PAN SIZE AND DRAIN <\/td>\n<\/tr>\n
302<\/td>\nFIGURE: WATER HEATER DRAIN VALVE WITH THREADED OUTLET AND DRAIN PAN
FIGURE: WATER HEATER PAN INSTALLATION <\/td>\n<\/tr>\n
304<\/td>\nP2804.6.1 WATER HEATER RELIEF VALVE DISHCHARGE PIPING
P2804.6.1 REQUIREMENTS FOR DISCHARGE PIPING
FIGURE: AIR GAP FOR TEMPERATURE AND PRESSURE RELIEF VALVE DISCHARGE PIPE <\/td>\n<\/tr>\n
306<\/td>\nP2901, P2910 THROUGH P2913
FIGURE: NONPOTABLE WATER OUTLETS SUCH AS HOSE CONNECTIONS REQUIRE WARNING SIGNS WITH A PICTOGRAPH <\/td>\n<\/tr>\n
307<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
308<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
311<\/td>\nP2905 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 <\/td>\n<\/tr>\n
313<\/td>\nP2906.2 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 <\/td>\n<\/tr>\n
315<\/td>\nP3003.9 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 <\/td>\n<\/tr>\n
317<\/td>\nP3005.2 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 <\/td>\n<\/tr>\n
319<\/td>\nP3008.1 BACKWATER VALVES
P3008.1 SEWAGE BACKFLOW
FIGURE: THE EXCEPTION ALLOWS THIS BACKWATER VALVE ARRANGEMENT ONLY FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
321<\/td>\nP3103.1, P3103.2 VENT TERMINALS
P3103.1 ROOF EXTENSION
P3103.2 FROST CLOSURE
FIGURE: VENT TERMINAL REQUIREMENTS TO PREVENT FROST CLOSURE IN COLD CLIMATES <\/td>\n<\/tr>\n
323<\/td>\nP3201.2 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 <\/td>\n<\/tr>\n
324<\/td>\nP3201.2.1.3 WASTE-WATER-SUPPLIED TRAP PRIMER DEVICE
P3201.2.1.4 BARRIER-TYPE TRAP SEAL PROTECTION DEVICE <\/td>\n<\/tr>\n
325<\/td>\nPART 8 ELECTRICAL CHAPTERS 34 THROUGH 43 <\/td>\n<\/tr>\n
326<\/td>\nE3901.9 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 <\/td>\n<\/tr>\n
327<\/td>\nE3902.8, 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 <\/td>\n<\/tr>\n
328<\/td>\nE4203.4.3 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 <\/td>\n<\/tr>\n
329<\/td>\nE4204.2 BONDING OF OUTDOOR HOT TUBS AND SPAS
E4204.2 BONDED PARTS <\/td>\n<\/tr>\n
330<\/td>\nFIGURE: 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 <\/td>\n<\/tr>\n
331<\/td>\nPART 9 APPENDICES APPENDIX A THROUGH S <\/td>\n<\/tr>\n
332<\/td>\nAPPENDIX R LIGHT STRAW-CLAY CONSTRUCTION
SECTION AR101 GENERAL
AR101.1 SCOPE
SECTION AR102 DEFINITIONS
AR102.1 GENERAL
FIGURE: LIGHT STRAW-CLAY WALL CONSTRUCTION <\/td>\n<\/tr>\n
333<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
334<\/td>\nAR103.2.4 REINFORCEMENT OF LIGHT STRAW-CLAY
AR103.3 MATERIALS
AR103.3.1 STRAW <\/td>\n<\/tr>\n
336<\/td>\nAPPENDIX S STRAWBALE CONSTRUCTION
FIGURE: STRAW
SECTION AS101 GENERAL
AS101.1 SCOPE
FIGURE: STRAW BALES <\/td>\n<\/tr>\n
337<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
340<\/td>\nINDEX <\/td>\n<\/tr>\n
350<\/td>\nICC- DEDICATED TO THE SUPPORT OF BUILDING SAFETY PROFESSIONALS <\/td>\n<\/tr>\n
351<\/td>\nICC MEMBERSHIP <\/td>\n<\/tr>\n
352<\/td>\nICC EVALUATION SERVICE <\/td>\n<\/tr>\n
353<\/td>\nGET IMMEDIATE DOWNLOADS OF THE STANDARDS YOU NEED <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Significant Changes to the International Residential Code, 2015 Edition<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ICC<\/b><\/a><\/td>\n2015<\/td>\n353<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":186222,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-186220","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-icc","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/186220","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/186222"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=186220"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=186220"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=186220"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}