{"id":208503,"date":"2024-10-19T13:26:36","date_gmt":"2024-10-19T13:26:36","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-significantchangestotheirc-2018-pdf\/"},"modified":"2024-10-25T06:09:19","modified_gmt":"2024-10-25T06:09:19","slug":"icc-significantchangestotheirc-2018-pdf","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-significantchangestotheirc-2018-pdf\/","title":{"rendered":"ICC SignificantChangestotheIRC 2018.pdf"},"content":{"rendered":"

2020 City of Los Angeles amendment pages for integration with the 2019 California Building Code<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nSIGNIFICANT CHANGES TO THE INTERNATIONAL RESIDENTIAL CODE\u00ae 2018 EDITION <\/td>\n<\/tr>\n
2<\/td>\nSIGNIFICANT CHANGES TO THE INTERNATIONAL RESIDENTIAL CODE\u00ae 2018 EDITION 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 SCOPE
IMAGE: BED AND BREAKFAST <\/td>\n<\/tr>\n
17<\/td>\nTABLE 1-1 EXCEPTIONS TO THE SCOPE IN THE IRC AND CORRESPONDING LOCATION IN THE IBC <\/td>\n<\/tr>\n
18<\/td>\nR104.11 ALTERNATIVE MATERIALS AND METHODS OF CONSTRUCTION <\/td>\n<\/tr>\n
19<\/td>\nIMAGE: A NEW HOUSE CONSTRUCTED OF ALTERNATIVE MATERIALS
IMAGE: AN ALTERNATIVE METHOD FOR FRAMING A HOUSE <\/td>\n<\/tr>\n
20<\/td>\nR105.1, R110.1, R202 CHANGE OF OCCUPANCY
IMAGE: CONVERTING A TOWNHOUSE FROM A DWELLING UNIT OT A LIVE\/WORK UNIT IS CONSIDERED A CHANGE OF USE <\/td>\n<\/tr>\n
22<\/td>\nR202 DEFINITION OF ACCESS
FIGURE: ACCESS TO WHIRLPOOL PUMP
FIGURE: READY ACCESS TO COLD WATER VALVE OF WATER HEATER <\/td>\n<\/tr>\n
24<\/td>\nR202 DEFINITION OF CRAWL SPACE
IMAGE: CRAWL SPACE <\/td>\n<\/tr>\n
25<\/td>\nR202 DEFINITION OF CARBON MONOXIDE ALARM
IMAGE: CARBON MONOXIDE ALARM <\/td>\n<\/tr>\n
27<\/td>\nR202 DEFINITION OF FENESTRATION
IMAGE: SKYLIGHTS <\/td>\n<\/tr>\n
29<\/td>\nR202 DEFINITION OF SOLAR ENERGY SYSTEM
IMAGE: NEW DEFINED TERMS FOR SOLAR THERMAL SYSTEMS AND COLLECTORS ARE FROM ICC 900\/SRCC 300 <\/td>\n<\/tr>\n
31<\/td>\nPART 2 BUILDING PLANNING CHAPTER 3 <\/td>\n<\/tr>\n
33<\/td>\nTABLE R301.2.(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA <\/td>\n<\/tr>\n
34<\/td>\nIMAGE: HVAC SYSTEM DUCT WORK <\/td>\n<\/tr>\n
36<\/td>\nR301.2.2.1 SEISMIC DESIGN CATEGORY
IMAGE: SEISMIC DESIGN <\/td>\n<\/tr>\n
37<\/td>\nIMAGE: SEISMIC DESIGN-CONTINUED <\/td>\n<\/tr>\n
38<\/td>\nIMAGE: SEISMIC DESIGN-CONTINUED <\/td>\n<\/tr>\n
39<\/td>\nIMAGE: SEISMIC DESIGN-CONTINUED <\/td>\n<\/tr>\n
42<\/td>\nR301.2.2.6 IRREGULAR BUILDINGS
IMAGE: IRREGULAR-SHAPED BUILDING <\/td>\n<\/tr>\n
44<\/td>\nFIGURE: SEVEN IRREGULARITIES REQUIRING ENGINEERING IN HIGH SEISMIC REGIONS
IMAGE: BRICK STORY BELOW WOOD STORY <\/td>\n<\/tr>\n
45<\/td>\nR302.1 EXTERIOR WALLS
TABLE R302.1(1) EXTERIOR WALLS <\/td>\n<\/tr>\n
46<\/td>\nTABLE R302.1(2) EXTERIOR WALLS\u2014DWELLINGS WITH FIRE SPRINKLERS
IMAGE: GABLE VENT BELOW RAKE OVERHANG WITH SOFFIT <\/td>\n<\/tr>\n
47<\/td>\nFIGURE: DWELLING WITH AUTOMATIC FIRE SPRINKLER SYSTEM AND GABLE END FACING LOT LINE <\/td>\n<\/tr>\n
48<\/td>\nFIGURE: GABLE END OVERHANG (RAKE) FRAMING METHOD <\/td>\n<\/tr>\n
50<\/td>\nR302.2 TOWNHOUSE SEPARATION
IMAGE: TOWNHOUSES <\/td>\n<\/tr>\n
51<\/td>\nFIGURE: TYPICAL FIRE-RESISTANT-RATED WALL ASSEMBLIES FOR SEPARATING TOWNHOUSE DWELLING UNITS <\/td>\n<\/tr>\n
54<\/td>\nR302.3 TWO-FAMILY DWELLING SEPARATION
IMAGE: TWO-FAMILY DWELLING <\/td>\n<\/tr>\n
55<\/td>\nFIGURE: EXAMPLES OF PRESCRIPTIVE FIRE-RESISTANT-RATED WALL ASSEMBLIES FROM IBC TABLE 721.1 (2) <\/td>\n<\/tr>\n
56<\/td>\nR302.4.2 MEMBRANCE PENETRATIONS
IMAGE: RECESSED LUMINAIRE <\/td>\n<\/tr>\n
58<\/td>\nR302.5 DWELLING-GARAGE OPENING PROTECTION
FIGURE: AUTOMATIC CLOSING DOOR BETWEEN HOUSE AND GARAGE <\/td>\n<\/tr>\n
60<\/td>\nR302.10 INSULATION FLAME SPREAD
IMAGE: KRAFT FACING MUST BE IN CONTACT WITH BACK OF GYPSUM BOARD OR OTHER FINISH MATERIAL <\/td>\n<\/tr>\n
61<\/td>\nFIGURE: INSULATION FACING <\/td>\n<\/tr>\n
62<\/td>\nR302.13 FIRE PROTECTION OF FLOORS ABOVE CRAWL SPACES
FIGURE: PROTECTION REQUIRED ON UNDERSIDE OF FLOOR ASSEMBLY OVER A CRAWL SPACE WITH FUEL-FIRED OR ELECTRIC-POWERED HEATING EQUIPMENT <\/td>\n<\/tr>\n
64<\/td>\nR308.4.2 GLAZING ADJACENT TO DOORS
FIGURE: GLAZING ADJACENT TO DOORS <\/td>\n<\/tr>\n
65<\/td>\nIMAGE: WINDOWS AT AN ANGLE TO ADJACENT DOOR <\/td>\n<\/tr>\n
66<\/td>\nR308.4.4 GLAZING IN GUARDS AND RAILINGS
IMAGE: STRUCTURAL GLASS BALUSTER PANELS <\/td>\n<\/tr>\n
67<\/td>\nIMAGE: NON-STRUCTURAL GLASS IN-FILL PANELS <\/td>\n<\/tr>\n
68<\/td>\nR308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING
FIGURE: HAZARDOUS GLAZING LOCATIONS AT BOTTOM STAIR LANDINGS
FIGURE: HAZARDOUS GLAZING LOCATIONS AT BOTTOM STAIR LANDINGS <\/td>\n<\/tr>\n
69<\/td>\nR310.1 EMERGENCY ESCAPE AND RESCUE OPENINGS
FIGURE: 2015 IRC REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING IN EACH BEDROOM <\/td>\n<\/tr>\n
70<\/td>\nFIGURE: 2018 IRC DOES NOT REQUIRE EMERGENCY ESCAPE AND RESCUE OPENINGS IN BASEMENT BEDROOMS WHEN MEETING CONDITIONS <\/td>\n<\/tr>\n
71<\/td>\nR310.3 AREA WELLS FOR EMERGENCY ESCAPE AND RESCUE DOORS
FIGURE: DOOR SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING FROM A BASEMENT WITH AN AREA WELL <\/td>\n<\/tr>\n
72<\/td>\nIMAGE: OLD STYLE CELLAR DOOR AND “BULKHEAD ENCLOSURE” <\/td>\n<\/tr>\n
74<\/td>\nR311.7.1, R311.7.8 HANDRAIL PROJECTION
IMAGE: A PASSING HANDRAIL AT A TREAD PROJECTION <\/td>\n<\/tr>\n
75<\/td>\nFIGURE: GREATER PROJECTION ALLOWED WHERE HANDRAIL PASSES A FLOOR NOSING <\/td>\n<\/tr>\n
77<\/td>\nR311.7.3 MAXIMUM STAIR RISE BETWEEN LANDINGS
FIGURE: MAXIMUM 151-INCH TOTAL RISE BETWEEN FLOORS OR LANDINGS <\/td>\n<\/tr>\n
79<\/td>\nR311.7.5.3 STAIR NOSINGS
FIGURE: STAIRWAY NOSING REQUIREMENTS <\/td>\n<\/tr>\n
80<\/td>\nR311.7.11, R311.7.12 ALTERNATING TREAD DEVICES AND SHIPS LADDERS
FIGURE: SHIPS LADDER FOR MEANS OF EGRESS <\/td>\n<\/tr>\n
82<\/td>\nR312.1 GUARDS
FIGURE: GUARD REQUIRED AT PORTIONS OF DECK GREATER THAN 30 INCHES ABOVE GRADE <\/td>\n<\/tr>\n
84<\/td>\nR314 SMOKE ALARMS
IMAGE: INTERCONNECTION IS REQUIRED FOR SMOKE ALARMS INSTALLED IN EXISTING BUILDINGS UNDERGOING REMODELING REQUIRING A PERMIT <\/td>\n<\/tr>\n
86<\/td>\nR315 CARBON MONOXIDE ALARMS
FIGURE: INTERCONNECTION IS REQUIRED WHERE MULTIPLE CARBON MONOXIDE ALARMS ARE REQUIRED IN A DWELLING UNIT <\/td>\n<\/tr>\n
89<\/td>\nR317.3 FASTENERS IN TREATED WOOD
IMAGE: STAINLESS STEEL STAPLES <\/td>\n<\/tr>\n
90<\/td>\nR322.3 COASTAL HIGH-HAZARD FLOOD ZONES
IMAGE: DWELLINGS ELEVATED ON PIERS IN COASTAL HIGH HAZARD FLOOD ZONE <\/td>\n<\/tr>\n
91<\/td>\nIMAGE: COLLAPSED DWELLING IN COASTAL HIGH HAZARD FLOOD ZONE <\/td>\n<\/tr>\n
95<\/td>\nR324.4 ROOFTOP-MOUNTED PHOTOVOLTAIC SYSTEMS
IMAGE: ROOFTOP-MOUNTED PHOTOVOLTAIC PANELS <\/td>\n<\/tr>\n
98<\/td>\nR324.6 ROOF ACCESS FOR PHOTOVOLTAIC SOLAR ENERGY SYSTEMS
FIGURE: REQUIRED ROOF ACCESS AND PATHWAYS FOR FIREFIGHTERS FOR ROOF-MOUNTED PV SOLAR SYSTEMS <\/td>\n<\/tr>\n
100<\/td>\nTABLE 3-1 MINIMUM RIDGE SETBACK <\/td>\n<\/tr>\n
101<\/td>\nR324.6.2.2 SOLAR PANELS NEAR EMERGENCY ESCAPE AND RESCUE OPENINGS
FIGURE: A 36-INCH WIDE PATHWAY IS REQUIRED FOR EMERGENCY ESCAPE AND RESCUE OPENINGS ABOVE ROOF-MOUNTED PV SOLAR PANELS <\/td>\n<\/tr>\n
103<\/td>\nR325.3 MEZZANINE AREA LIMITATION
IMAGE: A MEZZANINE IS NOT CONSIDERED A STORY <\/td>\n<\/tr>\n
105<\/td>\nR325.06, R202 HABITABLE ATTICS
IMAGE: FINISHING OFF AN ATTIC FOR HABITABLE SPACE <\/td>\n<\/tr>\n
107<\/td>\nPART 3 BUILDING CONSTRUCTION CHAPTERS 4 THROUGH 10 <\/td>\n<\/tr>\n
109<\/td>\nTABLE R403.3(1) INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS <\/td>\n<\/tr>\n
110<\/td>\nIMAGE: FROST-PROTECTED SHALLOW FOUNDATION
FIGURE: EPS PLACEMENT IN A FROST-PROTECTED SHALLOW FOUNDATION <\/td>\n<\/tr>\n
111<\/td>\nTABLE R403.4 CRUSHED STONE FOOTINGS
TABLE R403.4 MINIMUM DEPTH (D) AND WIDTH (W) OF CRUSHED STONE FOOTINGSa, b (INCHES) <\/td>\n<\/tr>\n
112<\/td>\nFIGURE: CRUSHED STONE FOOTING <\/td>\n<\/tr>\n
113<\/td>\nR408.3 UNVENTED CRAWL SPACES
IMAGE: AN UNVENTED CRAWLSPACE REQUIRES MOISTURE REMOVAL <\/td>\n<\/tr>\n
115<\/td>\nTABLE R505.3.2 COLD-FORMED STEEL JOIST SPANS
TABLE R505.3.2 ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014SINGLE OR CONTINUOUS SPANS
IMAGE: COLD-FORMED STEEL JOISTS <\/td>\n<\/tr>\n
116<\/td>\nFIGURE: CONTINUOUS JOIST SPAN
FIGURE: SIMPLE JOIST SPAN <\/td>\n<\/tr>\n
117<\/td>\nR507 DECKS
IMAGE: ELEVATED DECK <\/td>\n<\/tr>\n
118<\/td>\nTABLE 5-1 DECK SECTION REORGANIZATION <\/td>\n<\/tr>\n
119<\/td>\nR507.2 DECK MATERIALS
IMAGE: DECK MATERIALS <\/td>\n<\/tr>\n
120<\/td>\nTABLE R507.2.3 FASTENER AND CONNECTOR SPECIFICATIONS FOR DECKS <\/td>\n<\/tr>\n
121<\/td>\nIMAGE: FASTENERS IN WOOD DECKING MUST BE OF APPROVED MATERIAL <\/td>\n<\/tr>\n
122<\/td>\nR507.3 DECK FOOTINGS
IMAGE: FREESTANDING DECK <\/td>\n<\/tr>\n
123<\/td>\nTABLE R507.3.1 MINIMUM FOOTING SIZE FOR DECKS <\/td>\n<\/tr>\n
124<\/td>\nFIGURE: DECK POST TO DECK FOOTING CONNECTION <\/td>\n<\/tr>\n
125<\/td>\nFIGURE: DECK TRIBUTARY AREA <\/td>\n<\/tr>\n
126<\/td>\nR507.4 DECK POSTS
TABLE R507.4 DECK POST HEIGHT
IMAGE: DECK POST WITH CAP <\/td>\n<\/tr>\n
128<\/td>\nR507.5 DECK BEAMS
FIGURE: TYPICAL DECK BEAM SPANS <\/td>\n<\/tr>\n
129<\/td>\nTABLE R507.5 DECK BEAM SPAN LENGTHS (FEET-INCHES) <\/td>\n<\/tr>\n
130<\/td>\nFIGURE: DECK BEAM TO DECK POST CONNECTION
FIGURE: NOTCHED POST TO BEAM CONNECTION <\/td>\n<\/tr>\n
131<\/td>\nFIGURE: CALCULATION OF MAXIMUM CANTILEVER SPAN LENGTH <\/td>\n<\/tr>\n
132<\/td>\nR507.6 DECK JOISTS
IMAGE: DECK JOISTS <\/td>\n<\/tr>\n
133<\/td>\nTABLE R507.6 DECK JOIST SPANS FOR COMMON LUMBER SPECIES (FT.-IN.) <\/td>\n<\/tr>\n
134<\/td>\nFIGURE: TYPICAL JOIST SPANS <\/td>\n<\/tr>\n
135<\/td>\nR507.7, R507.8, R507.9 DECKING, VERTICAL AND LATERAL SUPPORT
TABLE R507.7 MAXIMUM JOIST SPACING FOR DECKING
IMAGE: WOOD DECK <\/td>\n<\/tr>\n
136<\/td>\nIMAGE: COMPOSITE DECK
IMAGE: SOLID-SAWN WOOD DECK LEDGER <\/td>\n<\/tr>\n
138<\/td>\nTABLE R602.3(6) ALTERNATE STUD HEIGHT
IMAGE: TALL WALLS OF UP TO 20-FOOT HEIGHT ALLOWED <\/td>\n<\/tr>\n
139<\/td>\nTABLE R602.3(6) ALTERNATE WOOD BEARING WALL STUD SIZE, HEIGHT AND SPACING <\/td>\n<\/tr>\n
140<\/td>\nIMAGE: TALL WALLS OF 12-FOOT HEIGHT ALLOWED BY EXCEPTION 3 <\/td>\n<\/tr>\n
142<\/td>\nTABLES R602.7(1), R602.7(2) GIRDER AND HEADER SPANS
TABLE R602.7(1) GIRDER SPANS AND HEADER SPANS FOR EXTERIOR BEARING WALLS (MAXIMUM SPANS FOR DOUGLAS-FIR-LARCH, HEM-FIR, SOUTHERN PINE AND SPRUCE-PINE-FIR AND REQUIRED NUMBER OF JACK STUDS) <\/td>\n<\/tr>\n
143<\/td>\nTABLE R602.7(2) GIRDER SPANS AND HEADER SPANS FOR INTERIOR WALLS (MAXIMUM SPANS FOR DOUGLAS FIR-LARCH, HEM-FIR, SOUTHERN PINE, AND SPRUCE-PINE-FIR AND REQUIRED NUMBER OF JACK STUDS) <\/td>\n<\/tr>\n
144<\/td>\nIMAGE: LVL GIRDER WITH SOLID-SAWN TRUSSES ATTACHED <\/td>\n<\/tr>\n
145<\/td>\nFIGURE: DROPPED HEADER WITH PONY WALL ABOVE <\/td>\n<\/tr>\n
146<\/td>\nTABLE R602.7.5 LATERAL SUPPORT FOR HEADERS
TABLE R602.7.5 MINIMUM NUMBER OF FULL HEIGHT STUDS AT EACH END OF HEADERS IN EXTERIOR WALLS <\/td>\n<\/tr>\n
147<\/td>\nIMAGE: LATERAL SUPPORT OF HEADERS MAY BE ONE KING STUD <\/td>\n<\/tr>\n
148<\/td>\nTABLE R602.10.3(4) SEISMIC ADJUSTMENT FACTORS
TABLE R602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING <\/td>\n<\/tr>\n
149<\/td>\nIMAGE: DWELLING WITH TWO STORIES OF BRICK AND STONE VENEER <\/td>\n<\/tr>\n
150<\/td>\nR602.10.4.1 MIXING BRACING METHODS
FIGURE: BRACED WALL LINES WITH MIXED METHODS <\/td>\n<\/tr>\n
152<\/td>\nR602.10.6.4 METHOD CS-PF\u2014 CONTINUOUSLY SHEATHED PORTAL FRAME
FIGURE: METHOD CS-PF\u2014CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION <\/td>\n<\/tr>\n
154<\/td>\nR602.10.6.5 METHOD BV-WSP
IMAGE: BRICK VENEER USING METHOD BV-WSP <\/td>\n<\/tr>\n
156<\/td>\nTABLES R603.3.1 AND R603.3.1.1(2) COLD-FORMED STEEL WALL CONSTRUCTION
TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTS <\/td>\n<\/tr>\n
157<\/td>\nTABLE R603.3.1.1(2) GABLE ENDWALL BOTTOM TRACK TO FOUNDATION CONNECTION REQUIREMENTS <\/td>\n<\/tr>\n
158<\/td>\nIMAGE: WALLS BUILT WITH COLD-FORMED STEEL STUDS AND GYPSUM BOARD <\/td>\n<\/tr>\n
159<\/td>\nSECTION R610 STRUCTURAL INSULATED PANELS
IMAGE: STRUCTURAL INSULATED PANELS <\/td>\n<\/tr>\n
160<\/td>\nTABLE R610.8 MAXIMUM SPANS FOR 11-7\/8 INCH OR DEEPER SIP HEADERS (FEET)
FIGURE: ROOF TRUSS OR CONVENTIONAL RAFTER TO TOP PLATE CONNECTION <\/td>\n<\/tr>\n
162<\/td>\nR703.2 WATER-RESISTIVE BARRIER
IMAGE: WATER RESISTIVE BARRIER <\/td>\n<\/tr>\n
164<\/td>\nR703.3.1 SOFFIT INSTALLATION
FIGURE: PERFORATED AND SOLID SOFFITS
FIGURE: SOFFIT INSTALLATION <\/td>\n<\/tr>\n
166<\/td>\nIMAGE: SOFFIT FRAMING
IMAGE: SOLID SOFFIT INSTALLED IN SINGLE FAMILY DWELLING <\/td>\n<\/tr>\n
167<\/td>\nR703.8.4 VENEER ANCHORAGE THROUGH INSULATION
TABLE R703.8.4(2) REQUIRED BRICK TIE SPACING FOR DIRECT APPLICATION TO WOOD STRUCTURAL PANEL SHEATHING <\/td>\n<\/tr>\n
168<\/td>\nFIGURE: BRICK VENEER WALL TIES <\/td>\n<\/tr>\n
169<\/td>\nTABLE R703.8.4(1) AIRSPACE REQUIREMENTS
TABLE R703.8.4(1) TIE ATTACHMENT AND AIRSPACE REQUIREMENTS
IMAGE: DRAINAGE AIRSPCE BEHIND VENEER <\/td>\n<\/tr>\n
170<\/td>\nR703.11.2 VINYL SIDING INSTALLATION OVER FOAM PLASTIC SHEATHING
IMAGE: CONSTRUCTION BENEATH VINYL SIDING <\/td>\n<\/tr>\n
171<\/td>\nTABLE R703.1.2 ADJUSTED MINIMUM DESIGN WIND PRESSURE REQUIREMENT FOR VINYL SIDING <\/td>\n<\/tr>\n
172<\/td>\nFIGURE: LAYERS OF CONSTRUCTION WITH VINYL SIDING <\/td>\n<\/tr>\n
173<\/td>\nR802 ROOF FRAMING
IMAGE: STICK BUILT ROOF <\/td>\n<\/tr>\n
176<\/td>\nR802.1.5.4 LABELING
FIGURE: FIRE-RETARDANT TREATED LUMBER
FIGURE: FRT PLYWOOD <\/td>\n<\/tr>\n
178<\/td>\nR806.2 MINIMUM VENT AREA
FIGURE: ROOF VENTILATION <\/td>\n<\/tr>\n
180<\/td>\nR806.5 UNVENTED ATTICS
IMAGE: CATHEDRAL CEILING <\/td>\n<\/tr>\n
182<\/td>\nTABLES R905.1.1(1) AND R905.1.1(2) UNDERLAYMENT REQUIREMENTS FOR PHOLOVOLTAIC SHINGLES
TABLE R905.1.1(1) UNDERLAYMENT TYPES
TABLE R905.1.1(2) UNDERLAYMENT APPLICATION <\/td>\n<\/tr>\n
183<\/td>\nFIGURE: PV SHINGLES <\/td>\n<\/tr>\n
184<\/td>\nR905.17 BUILDING INTEGRATED PHOTOVOLTAIC PANELS
IMAGE: BUILDING INTEGRATED PHOTOVOLTAIC PANELS <\/td>\n<\/tr>\n
186<\/td>\nR1005.8 CHIMNEY INSULATION SHIELD
IMAGE: INSULATION SHIELD <\/td>\n<\/tr>\n
187<\/td>\nPART 4 ENERGY CONSERVATION CHAPTER 11 <\/td>\n<\/tr>\n
189<\/td>\nN1101.6 DEFINITION OF AIR BARRIER
FIGURE: COMPONENTS OF A CONTINUOUS AIR BARRIER <\/td>\n<\/tr>\n
191<\/td>\nN1101.6 DEFINITION OF BUILDING THERMAL ENVELOPE
FIGURE: THE BUILDING THERMAL ENVELOPE IS AN ASSEMBLY OF ELEMENTS THAT PROVIDE A BOUNDARY BETWEEN CONDITIONED SPACE AND UNCONDITIONED SPACE <\/td>\n<\/tr>\n
192<\/td>\nN1101.6, TABLES N1101.10.3(1) AND N1101.10.3(2) FENESTRATION DEFINITIONS AND U-FACTORS
IMAGE: EXAMPLES OF VERTICAL FENESTRATION INCLUDING AN OPAQUE DOOR <\/td>\n<\/tr>\n
193<\/td>\nIMAGE: SKYLIGHTS ARE DEFINED AS FENESTRATION INSTALLED AT A SLOPE OF LESS THAN 60 DEGREES FROM HORIZONTAL
TABLE N1101.10.3(1) [R303.1.3(1) DEFAULT GLAZED WINDOW , GLASS DOOR AND SKYLIGHT U-FACTORS
TABLE N1101.10.3(2) [R303.1.3(2) DEFAULT OPAQUE DOOR U-FACTORS <\/td>\n<\/tr>\n
195<\/td>\nN1102.1 BUILDING THERMAL ENVELOPE FOR LOG HOMES
IMAGE: ICC- 400 OFFERS A PRESCRIPTIVE PATH FOR SUBSTANTIATING THE THERMAL PERFORMANCE OF LOG WALLS <\/td>\n<\/tr>\n
196<\/td>\nIMAGE: ICC-400 ADDRESSES INFILTRATION AND APPROPRIATE PRECAUTIONS AGAINST AIR LEAKAGE FOR LOG HOMES <\/td>\n<\/tr>\n
197<\/td>\nTABLES N1102.1.2 AND N1102.1.4 INSULATION AND FENESTRATION REQUIREMENTS
TABLE N1102.1.2 (R402.1.2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT <\/td>\n<\/tr>\n
198<\/td>\nTable N1102.1.2 (R402.1.2) (CONTINUED)
TABLE N1102.1.4 (R402.1.4) EQUIVALENT U-FACTORS <\/td>\n<\/tr>\n
199<\/td>\nIMAGE: A MAXIMUM FENESTRATION U-FACTOR OF 0.30 IS PRESCRIBED FOR CLIMATE ZONES 5 THROUGH 8 AND MARINE 4 <\/td>\n<\/tr>\n
201<\/td>\nN1102.2.2 REDUCTION OF CEILING INSULATION
FIGURE: REDUCED R-VALUE FOR VAULTED CEILING <\/td>\n<\/tr>\n
203<\/td>\nN1102.2.5 MASS WALLS
FIGURE: ABOVE-GROUND CONCRETE MASS WALLS <\/td>\n<\/tr>\n
205<\/td>\nTABLE N1102.2.6 COLD FORMED STEEL FRAMING R VALUES
TABLE N1102.2.6 (R402.2.6) STEEL-FRAME CEILING, WALL AND FLOOR INSULATION (R-VALUES) <\/td>\n<\/tr>\n
206<\/td>\nTABLE 11-1 SUMMARY OF CORRECTIONS TO STEEL-FRAMED WALL R-VALUES
FIGURE: PRESCRIPTIVE R-VALUES FOR COLD-FORMED STEEL FRAMED WALLS AND WOOD-FRAMED WALL IN CLIMATE ZONES 3 THROUGH 5 <\/td>\n<\/tr>\n
207<\/td>\nN1102.4 TESTING FOR AIR LEAKAGE
FIGURE: THE AIR LEAKAGE RATE OF THE BUILDING THERMAL ENVELOPE IS TESTED WITH A BLOWER DOOR <\/td>\n<\/tr>\n
208<\/td>\nFIGURE: RESNET\/ICC 380 ESTABLISHES TEST PROCEDURES FOR DETERMINING AIR TIGHTNESS OF BUILDINGS <\/td>\n<\/tr>\n
210<\/td>\nN1103.3.2, N1103.3.3 DUCT SEALING AND TESTING
IMAGE: ALL DUCTS ARE REQUIRED TO BE SEALED <\/td>\n<\/tr>\n
212<\/td>\nN1103.3.6, N1103.3.7 DUCTS BURIED WITHIN CEILING INSULATION
FIGURE: DUCTS BURIED WITHIN CEILING INSULATION <\/td>\n<\/tr>\n
215<\/td>\nN1104.1 LIGHTING
IMAGE: HIGH-EFFICACY LAMPS, SUCH AS LED LAMPS, ARE REQUIRED IN 90 PERCENT OF PERMANENT LIGHTING FIXTURES <\/td>\n<\/tr>\n
217<\/td>\nN1106.3, N1106.4 MAXIMUM ENERGY RATING INDEX
EQUATION 11-1
IMAGE: THE ENERGY INDEX IS DETERMINED IN ACCORDANCE WITH RESNET\/ICC 301 <\/td>\n<\/tr>\n
218<\/td>\nTABLE N1106.4 (R406.4) MAXIMUM ENERGY RATING INDEX <\/td>\n<\/tr>\n
220<\/td>\nPART 5 MECHANICAL CHAPTERS 12 THROUGH 23 <\/td>\n<\/tr>\n
222<\/td>\nM1305.1.1 ACCESS TO FURNACES WITHIN COMPARTMENTS
FIGURE: THE ACCESS AND CLEARANCE REQUIREMENTS FOR FURNACES IN COMPARTMENTS HAVE BEEN REMOVED IN FAVOR OF THE MANUFACTURER’S INSTRUCTIONS <\/td>\n<\/tr>\n
224<\/td>\nM1305.1.3.2 APPLIANCES INSTALLED IN PITS
FIGURE: MINIMUM CLEARANCES FOR APPLIANCES INSTALLED IN PITS <\/td>\n<\/tr>\n
226<\/td>\nM1502.3.1 DRYER EXHAUST DUCT TERMINATION
FIGURE: WALL AND ROOF TERMINATIONS FOR DRYER EXHAUST MUST BE UNDIMINISHED IN SIZE AND PROVIDE 12.5 SQUARE INCHES OF AREA <\/td>\n<\/tr>\n
227<\/td>\nM1502.4.2 CONCEALED DRYER EXHAUST DUCTS
FIGURE: DRYER EXHAUST DUCT IN CONCEALED SPACES <\/td>\n<\/tr>\n
228<\/td>\nM1503 DOMESTIC COOKING EXHAUST EQUIPMENT
IMAGE: DOMESTIC COOKING EXHAUST EQUIPMENT <\/td>\n<\/tr>\n
231<\/td>\nM1503.6 MAKEUP AIR FOR KITCHEN EXHAUST SYSTEMS
FIGURE: MAKEUP AIR IS REQUIRED FOR EXHAUST RATES GREATER THAN 400 CFM UNLESS ALL FUEL-FIRED APPLIANCES ARE DIRECT VENT OR MECHANICAL DRAFT <\/td>\n<\/tr>\n
234<\/td>\nM1601.1.2 UNDERGROUND DUCT SYSTEMS
FIGURE: UNDERGROUND DUCTS REQUIRE SEALING AND TESTING PRIOR TO ENCASEMENT OR BACKFILL <\/td>\n<\/tr>\n
236<\/td>\nM1901 RANGES AND OVENS
IMAGE: MICROWAVE OVEN WITH INTEGRAL EXHAUST REQUIRES CLEARANCE AVOVE A COOKING SURGACE IN ACCORDANCE WITH ITS LISTING AND LABELING <\/td>\n<\/tr>\n
238<\/td>\nTABLE M2101.9 HANGER SPACING FOR PEX TUBING
TABLE M2101.9 HANGER SPACING INTERVALS
FIGURE: HANGER SPACING FOR PEX TUBING 1-1\/4 INCH AND LARGER <\/td>\n<\/tr>\n
240<\/td>\nM2101.10 PRESSURE TESTS FOR HYDRONIC PIPING
IMAGE: PEX RADIANT FLOOR HEAT PIPING
IMAGE: AIR TESTING OF PEX PIPING MUST FOLLOW THE MANUFACTURER’S INSTRUCTIONS <\/td>\n<\/tr>\n
242<\/td>\nM2103.2 THERMAL BARRIER FOR RADIANT FLOOR HEATING SYSTEMS
FIGURE: THE ENERGY PROVISIONS IN CHAPTER 11 DETERMINE THE INSULATION R-VALUE FOR FLOOR HEATING SYSTEMS <\/td>\n<\/tr>\n
244<\/td>\nM2301 SOLAR THERMAL ENERGY SYSTEMS
IMAGE: SOLAR THERMAL ENERGY PANEL <\/td>\n<\/tr>\n
246<\/td>\nPART 6 FUEL GAS CHAPTER 24 <\/td>\n<\/tr>\n
247<\/td>\nG2406.2 PROHIBITED LOCATIONS FOR APPLIANCES
FIGURE: GAS CLOTHES DRYER PERMITTED IN A TOILET ROOM <\/td>\n<\/tr>\n
249<\/td>\nG2411.2, G2411.3 ELECTRICAL BONDING OF CSST <\/td>\n<\/tr>\n
250<\/td>\nFIGURE: DIFFERENT BONDING REQUIREMENTS FOR CSST <\/td>\n<\/tr>\n
252<\/td>\nG2414.4.2, G2414.10.1 SCHEDULE 10 STEEL GAS PIPING
FIGURE: PRESS-CONNECT FITTINGS USE GASKETS AND SPECIAL EQUIPMENT TO JOIN STEEL PIPES <\/td>\n<\/tr>\n
254<\/td>\nG2415.11 PROTECTION AGAINST CORROSION
FIGURE: AN ANODELESS STEEL RISER IS PROTECTED FROM CORROSION <\/td>\n<\/tr>\n
257<\/td>\nG2420.5.1 SHUTOFF VALVE LOCATION
FIGURE: SHUTOFF VALVE BEHIND GAS RANGE MEETS THE REQUIREMENT FOR ACCESS <\/td>\n<\/tr>\n
258<\/td>\nG2420.6 SUPPORT FOR SHUTOFF VALVES IN TUBING SYSTEMS
FIGURE: EXAMPLES OF SUPPORT BRACKETS FOR VALVES IN GAS TUBING SYSTEMS <\/td>\n<\/tr>\n
259<\/td>\nG2442.2 FORCED AIR FURNACE DUCT SIZE
IMAGE: DUCTS MUST BE SIZED FOR THE SPECIFIC APPLIANCE AND INSTALLATION <\/td>\n<\/tr>\n
261<\/td>\nG2447.2 COMMERCIAL COOKING APPLIANCES
IMAGE: COMMERCIAL COOKING APPLIANCES ARE PERMITTED WITH AN ENGINEERED DESIGN <\/td>\n<\/tr>\n
263<\/td>\nPART 7 PLUMBING CHAPTERS 25 THROUGH 33 <\/td>\n<\/tr>\n
265<\/td>\nP2503.7 AIR TESTING OF PEX PIPING
IMAGE: AIR TESTING PF PEX WATER PIPING IS PERMITTED <\/td>\n<\/tr>\n
267<\/td>\nP2602.1 CONNECTIONS TO PUBLIC SEWER OR PRIVATE SEWAGE DISPOSAL SYSTEM
IMAGE: THE IPSDC IS REFERENCED FOR SYSTEMS NOT REGULATED BY THE STATE <\/td>\n<\/tr>\n
269<\/td>\nP2605 SWAY BRACING FOR DRAINAGE PIPING
FIGURE: BRACING TO REDUCE THE POTENTIAL FOR PIPING SWAY <\/td>\n<\/tr>\n
271<\/td>\nP2704 SLIP JOINT CONNECTIONS
FIGURE: SLIP JOINT CONNECTIONS <\/td>\n<\/tr>\n
273<\/td>\nP2713.1 BATHTUB OVERFLOW
IMAGE: AN OVERFLOW IS NOT REQUIRED FOR A BATHTUB <\/td>\n<\/tr>\n
274<\/td>\nP2801.6 PLASTIC PAN FOR GAS-FIRED WATER HEATERS
FIGURE: PLASTIC PAN FOR GAS-FIRED WATER HEATERS <\/td>\n<\/tr>\n
276<\/td>\nP2902.5.4, P2904.1 BACKFLOW PROTECTION FOR FIRE SPRINKLER SYSTEMS
IMAGE: SPRINKLER <\/td>\n<\/tr>\n
278<\/td>\nP2903.5 WATER HAMMER ARRESTORS
FIGURE: EXAMPLES OF MECHANICAL WATER HAMMER ARRESTORS <\/td>\n<\/tr>\n
280<\/td>\nP2906.6.1 SADDLE TAP FITTINGS ON WATER DISTRIBUTION PIPING
FIGURE: SADDLE TAP FITTING <\/td>\n<\/tr>\n
282<\/td>\nP2906.18.2 JOINTS BETWEEN PVC AND CPVC PIPING
FIGURE: PVC SERVICE PIPE CONNECTION TO CPVC WATER PIPE <\/td>\n<\/tr>\n
284<\/td>\nP3003.2 PROHIBITED JOINTS FOR SANITARY DRAINAGE
FIGURE: SOLVENT CEMENT JOINT BETWEEN ABS AND PVC PIPE <\/td>\n<\/tr>\n
286<\/td>\nP3005.1.6 REDUCTION IN PIPE SIZE
FIGURE: WATER CLOSET FLANGE <\/td>\n<\/tr>\n
287<\/td>\nFIGURE: 4 X 3 WATER CLOSET BEND <\/td>\n<\/tr>\n
288<\/td>\nP3103.1 VENT PIPE TERMINATIONS
FIGURE: COVERED VENT PIPE TERMINATION THROUGH ROOF <\/td>\n<\/tr>\n
290<\/td>\nP3111 COMBINATION WASTE AND VENT SYSTEM
FIGURE: FOOD WASTE DISPOSER DRAIN IS PERMITTED TO CONNECT TO A COMBINATION WASTE AND VENT SYSTEM <\/td>\n<\/tr>\n
292<\/td>\nP3114.8 PROHIBITED INSTALLATIONS FOR AIR ADMITTANCE VALVES
FIGURE: PROHIBITED INSTALLATION FOR AIR ADMITTANCE VALVES <\/td>\n<\/tr>\n
293<\/td>\nPART 8 ELECTRICAL CHAPTERS 34 THROUGH 43 <\/td>\n<\/tr>\n
294<\/td>\nE3703.5 GARAGE BRANCH CIRCUITS
FIGURE: 20-AMP CIRCUIT TO SUPPLY GARAGE RECEPTACLE OUTLETS <\/td>\n<\/tr>\n
296<\/td>\nE3901.2 WALL SPACE FOR RECEPTACLE DISTRIBUTION
FIGURE: CABINETS WITH COUNTERTOPS OR WORK SURFACES ARE COUNTED AS WALL SPACE <\/td>\n<\/tr>\n
298<\/td>\nE3901.3 APPLIANCES ON 15 AMP CIRCUITS
FIGURE: RECEPTACLE OUTLET FOR A SPECIFIC APPLIANCE CAN BE ON AN INDIVIDUAL 15-AMP BRANCH CIRCUIT <\/td>\n<\/tr>\n
300<\/td>\nE3901.9 GARAGE RECEPTACLE OUTLET LOCATION
FIGURE: RECEPTACLE OUTLET REQUIRED IN EACH VEHICLE SPACE IN GARAGE <\/td>\n<\/tr>\n
302<\/td>\nE3902.4 GFCI PROTECTION FOR CRAWL SPACE LIGHTING OUTLETS
FIGURE: GFCI PROTECTION REQUIRED FOR CRAWL SPACE LIGHTING OUTLETS <\/td>\n<\/tr>\n
304<\/td>\nE3906.3 NONMETALLIC-SHEATHED CABLE AND METAL BOXES
FIGURE: NON-METALLIC SHEATHED CABLE ENTERING A METAL BOX <\/td>\n<\/tr>\n
306<\/td>\nE4101.3 CORD-AND-PLUG-CONNECTED APPLIANCES
TABLE E4101.3 FLEXIBLE CORD LENGTH
FIGURE: CORD AND PLUG KITCHEN APPLIANCES <\/td>\n<\/tr>\n
308<\/td>\nPART 9 APPENDICES APPENDIX A THROUGH T <\/td>\n<\/tr>\n
309<\/td>\nAPPENDIX Q TINY HOUSES
IMAGE: TINY HOUSE <\/td>\n<\/tr>\n
312<\/td>\nTABLE A-1 <\/td>\n<\/tr>\n
313<\/td>\nAPPENDIX R LIGHT STRAW-CLAY CONSTRUCTION
TABLE AR103.2.3 REQUIREMENTS AND PROPERTIES OF LIGHT STRAW-CLAY MIXTURES <\/td>\n<\/tr>\n
314<\/td>\nIMAGE: STRAW-CLAY CONSTRUCTION <\/td>\n<\/tr>\n
315<\/td>\nAPPENDIX S STRAWBALE CONSTRUCTION
FIGURE: TYPICAL STRAWBALE WALL SYSTEMS
TABLE AS105.4 OUT-OF-PLANE RESISTANCE METHODS AND UNRESTRAINED WALL DIMENSION LIMITS <\/td>\n<\/tr>\n
316<\/td>\nFIGURE: TYPICAL BASE OF PLASTERED STRAWBALE WALL ON CONCRETE SLAB AND FOOTING <\/td>\n<\/tr>\n
317<\/td>\nEQUATION AS-1 <\/td>\n<\/tr>\n
318<\/td>\nTABLE A-2 COMPARISON OF LIMITS FOR NONSTRUCTURAL AND STRUCTURAL STRAWBALE WALLS <\/td>\n<\/tr>\n
319<\/td>\nIMAGE: STRAWBALE WALLS <\/td>\n<\/tr>\n
320<\/td>\nAPPENDIX T SOLAR READY ZONE
IMAGE: ROOF WITH INSTALLAED SOLAR PANELS <\/td>\n<\/tr>\n
322<\/td>\nINDEX <\/td>\n<\/tr>\n
329<\/td>\nDRIVING GROWTH AND AFFORDABILITY THROUGH INNOVATION AND SAFETY <\/td>\n<\/tr>\n
330<\/td>\nICC EVALUATION SERVICE <\/td>\n<\/tr>\n
331<\/td>\nTAKE YOUR CAREER FURTHER, FASTER WITH ICC MEMBERSHIP <\/td>\n<\/tr>\n
332<\/td>\nTEST YOUR CODE KNOWLEDGE WITH THE DELMAR ONLINE TRAINING SIMULATION: RESIDENTIAL CONSTRUCTION CODES <\/td>\n<\/tr>\n
334<\/td>\nCONSTRUCTION EDGE <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Significant Changes to the International Residential Code, 2018 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>\n2018<\/td>\n334<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":208505,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-208503","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\/208503","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\/208505"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=208503"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=208503"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=208503"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}