{"id":465667,"date":"2024-10-20T10:41:52","date_gmt":"2024-10-20T10:41:52","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-irc-2024-1stptg\/"},"modified":"2024-10-26T19:43:10","modified_gmt":"2024-10-26T19:43:10","slug":"icc-irc-2024-1stptg","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-irc-2024-1stptg\/","title":{"rendered":"ICC IRC 2024 1stptg"},"content":{"rendered":"

The 2024 International Codes\u00ae (I-Codes\u00ae) have undergone substantial formatting changes as part of the digital transformation strategy of the International Code Council\u00ae (ICC\u00ae) to improve the user experience. The changes, promoting a cleaner, more modern look and enhancing readability and sustainability, include: Single column text format and modernized font styles improves readability QR Codes replace vertical margin sidebars and arrows to identify code changes more accurately Shading for table headers and notes improves locating tables and applicable notes Grouping of associated content brings tables and figures immediately after the parent section This comprehensive code comprises all building, plumbing, mechanical, fuel gas, energy conservation and electrical requirements for one- and two-family dwellings and townhouses up to three stories. The 2024 IRC\u00ae contains many important changes: Imaginary lot lines are added for calculating fire separation distance when considering multiple dwellings on a single lot Shared accessory rooms are an option in two-family dwellings 10-amp circuits now allowed for some lighting circuits, lighting outlets and exhaust Many requirements for energy storage systems added New protection requirements for storage batteries in garages are added Sleeping loft requirements added for habitable attic style lofts and tiny home style lofts now have maximum size limits to meet an exception Reinforcement of the floor below guards at a mezzanine is now required The final test of the DWV system may be visual Air exhaust openings now allowed near operable windows and doors A2L refrigerants are added as an option for cooling equipment Solvent cement joints for CPVC pipe are allowed above and below ground Kitchen islands are no longer required to have receptacle outlets Snow, wind and seismic maps updated Accessibility in care facilities clarified EV cars are added to the feeder load calculations<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2024 IRC\u00ae INTERNATIONAL RESIDENTIAL CODE\u00ae FOR ONE-AND TWO-FAMILY DWELLINGS <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nNEW DESIGN FOR THE 2024 INTERNATIONAL CODES <\/td>\n<\/tr>\n
5<\/td>\nPREFACE <\/td>\n<\/tr>\n
21<\/td>\nCONTENTS <\/td>\n<\/tr>\n
23<\/td>\nSECTION G2453 (635)\u2014OUTDOOR DECORATIVE APPLIANCES <\/td>\n<\/tr>\n
29<\/td>\nPART I-ADMINISTRATIVE
CHAPTER 1 SCOPE AND ADMINISTRATION
PART 1\u2014SCOPE AND APPLICATION
SECTION R101\u2014SCOPE AND GENERAL REQUIREMENTS
SECTION R102\u2014APPLICABILITY <\/td>\n<\/tr>\n
30<\/td>\nPART 2\u2014ADMINISTRATION AND ENFORCEMENT
SECTION R103\u2014CODE COMPLIANCE AGENCY
SECTION R104\u2014DUTIES AND POWERS OF THE BUILDING OFFICIAL <\/td>\n<\/tr>\n
32<\/td>\nSECTION R105\u2014PERMITS <\/td>\n<\/tr>\n
34<\/td>\nSECTION R106\u2014CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
35<\/td>\nSECTION R107\u2014TEMPORARY STRUCTURES AND USES
SECTION R108\u2014FEES <\/td>\n<\/tr>\n
36<\/td>\nSECTION R109\u2014INSPECTIONS
SECTION R110\u2014CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n
37<\/td>\nSECTION R111\u2014SERVICE UTILITIES
SECTION R112\u2014MEANS OF APPEALS
SECTION R113\u2014VIOLATIONS <\/td>\n<\/tr>\n
38<\/td>\nSECTION R114\u2014STOP WORK ORDER <\/td>\n<\/tr>\n
39<\/td>\nPART II-DEFINITIONS
CHAPTER 2 DEFINITIONS
SECTION R201\u2014GENERAL
SECTION R202\u2014DEFINITIONS <\/td>\n<\/tr>\n
61<\/td>\nPART III-BUILDING PLANNING AND CONSTRUCTION
CHAPTER 3 BUILDING PLANNING
SECTION R301\u2014DESIGN CRITERIA <\/td>\n<\/tr>\n
62<\/td>\nTABLE R301.2\u2014CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA <\/td>\n<\/tr>\n
63<\/td>\nFIGURE R301.2(2)\u2014ULTIMATE DESIGN WIND SPEEDS <\/td>\n<\/tr>\n
64<\/td>\nFIGURE R301.2(3)\u2014ALLOWABLE STRESS DESIGN GROUND SNOW LOADS, P g (asd) , FOR THE UNITED STATES (lb\/ft2) <\/td>\n<\/tr>\n
65<\/td>\nFIGURE R301.2.1\u2014COMPONENT AND CLADDING PRESSURE ZONES <\/td>\n<\/tr>\n
66<\/td>\nTABLE R301.2.1(1)\u2014COMPONENT AND CLADDING LOADS FOR A BUILDINGWITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf)a, b, c, d, e, f, g <\/td>\n<\/tr>\n
67<\/td>\nTABLE R301.2.1(1)\u2014COMPONENT AND CLADDING LOADS FOR A BUILDINGWITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf) a, b, c, d, e, f, g\u2014continued <\/td>\n<\/tr>\n
68<\/td>\nTABLE R301.2.1(1)\u2014COMPONENT AND CLADDING LOADS FOR A BUILDINGWITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf) a, b, c, d, e, f, g\u2014continued <\/td>\n<\/tr>\n
69<\/td>\nTABLE R301.2.1(2)\u2014HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR Table R301.2.1(1) <\/td>\n<\/tr>\n
70<\/td>\nFIGURE R301.2.1.1\u2014REGIONS WHERE WIND DESIGN IS REQUIRED <\/td>\n<\/tr>\n
71<\/td>\nTABLE R301.2.1.2\u2014WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d
TABLE R301.2.1.3\u2014WIND SPEED CONVERSIONSa <\/td>\n<\/tr>\n
72<\/td>\nTABLE R301.2.1.5.1\u2014ULTIMATE DESIGN WIND SPEED MODIFICATION FOR TOPOGRAPHIC WIND EFFECTa, b
FIGURE R301.2.1.5.1(1)\u2014TOPOGRAPHIC FEATURES FOR WIND SPEED-UP EFFECT <\/td>\n<\/tr>\n
73<\/td>\nFIGURE R301.2.1.5.1(2)\u2014ILLUSTRATION OF WHERE ON A TOPOGRAPHIC FEATURE, WIND SPEED INCREASE IS APPLIED
FIGURE R301.2.1.5.1(3)\u2014UPWIND OBSTRUCTION <\/td>\n<\/tr>\n
74<\/td>\nFIGURE R301.2.2.1(1)\u2014SEISMIC DESIGN CATEGORIES FOR DEFAULTSITE CONDITIONS FOR THE CONTERMINOUS UNITED STATES (WESTERN)aa. <\/td>\n<\/tr>\n
75<\/td>\nFIGURE R301.2.2.1(2)\u2014SEISMIC DESIGN CATEGORIES FOR DEFAULTSITE CONDITIONS FOR THE CONTERMINOUS UNITED STATES (EASTERN)a <\/td>\n<\/tr>\n
76<\/td>\nFIGURE R301.2.2.1(3)\u2014SEISMIC DESIGN CATEGORIES FOR DEFAULT SITE CONDITIONS FOR ALASKAa
FIGURE R301.2.2.1(4)\u2014SEISMIC DESIGN CATEGORIES FOR DEFAULT SITE CONDITIONS FOR HAWAIIa <\/td>\n<\/tr>\n
77<\/td>\nFIGURE R301.2.2.1(5)\u2014SEISMIC DESIGN CATEGORIES FORDEFAULT SITE CONDITIONS FOR PUERTO RICO AND THE UNITED STATES VIRGIN ISLANDSa
FIGURE R301.2.2.1(6)\u2014SEISMIC DESIGN CATEGORIES FORDEFAULT SITE CONDITIONS FOR GUAM AND THE NORTHERN MARIANA ISLANDSa <\/td>\n<\/tr>\n
78<\/td>\nFIGURE R301.2.2.1(7)\u2014SEISMIC DESIGN CATEGORIES FOR DEFAULT SITE CONDITIONS FOR AMERICAN SAMOAa
TABLE R301.2.2.1.1\u2014SEISMIC DESIGN CATEGORY DETERMINATION <\/td>\n<\/tr>\n
82<\/td>\nTABLE R301.5\u2014MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot)
TABLE R301.6\u2014MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION <\/td>\n<\/tr>\n
83<\/td>\nTABLE R301.7\u2014ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSb, c
SECTION R302 \u2014FIRE-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
84<\/td>\nTABLE R302.1(1)\u2014EXTERIOR WALLS
TABLE R302.1(2)\u2014EXTERIOR WALLS\u2014DWELLINGS AND TOWNHOUSES WITH AN AUTOMATIC SPRINKLER SYSTEM <\/td>\n<\/tr>\n
86<\/td>\nTABLE R302.3.6\u2014DWELLING-SHARED ACCESSORY ROOM <\/td>\n<\/tr>\n
88<\/td>\nTABLE R302.6\u2014DWELLING UNIT GARAGE SEPARATION <\/td>\n<\/tr>\n
91<\/td>\nSECTION R303\u2014FOAM PLASTIC
TABLE R303.1.2\u2014MATERIAL STANDARDS FOR FOAM PLASTIC INSULATING SHEATHING <\/td>\n<\/tr>\n
93<\/td>\nSECTION R304\u2014PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY <\/td>\n<\/tr>\n
95<\/td>\nSECTION R305\u2014PROTECTION AGAINST SUBTERRANEAN TERMITES <\/td>\n<\/tr>\n
96<\/td>\nFIGURE R305.4\u2014TERMITE INFESTATION PROBABILITY MAP
SECTION R306\u2014FLOOD-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
100<\/td>\nSECTION R307\u2014STORM SHELTERS <\/td>\n<\/tr>\n
101<\/td>\nSECTION R308\u2014SITE ADDRESS
SECTION R309\u2014AUTOMATIC SPRINKLER SYSTEMS
SECTION R310\u2014SMOKE ALARMS <\/td>\n<\/tr>\n
102<\/td>\nSECTION R311\u2014CARBON MONOXIDE ALARMS <\/td>\n<\/tr>\n
103<\/td>\nSECTION R312\u2014MINIMUM ROOM AREAS
SECTION R313\u2014CEILING HEIGHT <\/td>\n<\/tr>\n
104<\/td>\nSECTION R314\u2014MEZZANINES
SECTION R315\u2014SLEEPING LOFTS <\/td>\n<\/tr>\n
105<\/td>\nSECTION R316\u2014HABITABLE ATTICS
SECTION R317\u2014GARAGES AND CARPORTS <\/td>\n<\/tr>\n
106<\/td>\nSECTION R318\u2014MEANS OF EGRESS <\/td>\n<\/tr>\n
108<\/td>\nSECTION R319\u2014EMERGENCY ESCAPE AND RESCUE OPENINGS <\/td>\n<\/tr>\n
110<\/td>\nSECTION R320\u2014HANDRAILS <\/td>\n<\/tr>\n
111<\/td>\nSECTION R321\u2014GUARDS AND WINDOW FALL PROTECTION
SECTION R322\u2014ACCESSIBILITY <\/td>\n<\/tr>\n
112<\/td>\nSECTION R323\u2014ELEVATORS AND PLATFORM LIFTS
SECTION R324\u2014GLAZING
TABLE R324.3.1(1)\u2014MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201 <\/td>\n<\/tr>\n
113<\/td>\nTABLE R324.3.1(1)\u2014MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201
TABLE R324.3.1(2)\u2014MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 <\/td>\n<\/tr>\n
114<\/td>\nFIGURE R324.4.7\u2014HAZARDOUS GLAZING LOCATIONS AT BOTTOM STAIR LANDINGS <\/td>\n<\/tr>\n
115<\/td>\nSECTION R325\u2014LIGHT, VENTILATION AND HEATING <\/td>\n<\/tr>\n
116<\/td>\nSECTION R326\u2014SANITATION <\/td>\n<\/tr>\n
117<\/td>\nSECTION R327\u2014TOILET, BATH AND SHOWER SPACES
FIGURE R327.1\u2014MINIMUM FIXTURE CLEARANCES
SECTION R328\u2014SWIMMING POOLS, SPAS AND HOT TUBS <\/td>\n<\/tr>\n
118<\/td>\nSECTION R329\u2014SOLAR ENERGY SYSTEMS <\/td>\n<\/tr>\n
119<\/td>\nSECTION R330\u2014ENERGY STORAGE SYSTEMS <\/td>\n<\/tr>\n
121<\/td>\nFIGURE R330.8.1\u2014ESS VEHICLE IMPACT PROTECTION <\/td>\n<\/tr>\n
122<\/td>\nSECTION R331\u2014STATIONARY ENGINE GENERATORS
SECTION R332\u2014STATIONARY FUEL CELL POWER SYSTEMS <\/td>\n<\/tr>\n
123<\/td>\nCHAPTER 4 FOUNDATIONS
SECTION R401\u2014GENERAL
TABLE R401.4.1(1)\u2014PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa <\/td>\n<\/tr>\n
124<\/td>\nTABLE R401.4.1(2)\u2014PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM
SECTION R402\u2014MATERIALS <\/td>\n<\/tr>\n
125<\/td>\nTABLE R402.2\u2014MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE <\/td>\n<\/tr>\n
126<\/td>\nSECTION R403\u2014FOOTINGS
TABLE R403.1(1)\u2014MINIMUM WIDTH AND THICKNESS FORCONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION (inches)a, b, c, d <\/td>\n<\/tr>\n
127<\/td>\nTABLE R403.1(1)\u2014MINIMUM WIDTH AND THICKNESS FORCONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION (inches)a, b, c, d\u2014continued
TABLE R403.1(2)\u2014MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FORLIGHT-FRAME CONSTRUCTION WITH BRICK VENEER OR LATH AND PLASTER (inches)a, b, c, d <\/td>\n<\/tr>\n
128<\/td>\nTABLE R403.1(2)\u2014MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FORLIGHT-FRAME CONSTRUCTION WITH BRICK VENEER OR LATH AND PLASTER (inches)a, b, c, d\u2014continued
TABLE R403.1(3)\u2014MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS WITHCAST-IN-PLACE CONCRETE OR PARTIALLY GROUTED MASONRY WALL CONSTRUCTION (inches)a, b, c, d <\/td>\n<\/tr>\n
129<\/td>\nTABLE R403.1(3)\u2014MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS WITHCAST-IN-PLACE CONCRETE OR PARTIALLY GROUTED MASONRY WALL CONSTRUCTION (inches)a, b, c, d\u2014continued <\/td>\n<\/tr>\n
130<\/td>\nFIGURE R403.1(1)\u2014PLAIN CONCRETE FOOTINGS WITH MASONRY ANDCONCRETE STEM WALLS IN SEISMIC DESIGN CATEGORIES A, B AND Ca, b, c, d, e, f <\/td>\n<\/tr>\n
131<\/td>\nFIGURE R403.1(2)\u2014PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION
FIGURE R403.1(3)\u2014PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION <\/td>\n<\/tr>\n
132<\/td>\nTABLE R403.1.2\u2014CONTINUOUS FOOTING REQUIREMENTS IN SEISMIC DESIGN CATEGORIES D0, D1 AND D2 <\/td>\n<\/tr>\n
133<\/td>\nFIGURE R403.1.3\u2014REINFORCED CONCRETE FOOTINGS AND MASONRY AND CONCRETE STEM WALLS IN SDC D0, D1 AND D2a, b, c, d, e, f <\/td>\n<\/tr>\n
136<\/td>\nFIGURE R403.1.7.1\u2014FOUNDATION CLEARANCE FROM SLOPES <\/td>\n<\/tr>\n
137<\/td>\nFIGURE R403.3(1)\u2014INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS <\/td>\n<\/tr>\n
138<\/td>\nFIGURE R403.3(2)\u2014AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD <\/td>\n<\/tr>\n
139<\/td>\nTABLE R403.3(1)\u2014MINIMUM FOOTING DEPTH ANDINSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGSa
TABLE R403.3(2)\u2014AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
140<\/td>\nTABLE R403.3(2)\u2014AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY\u2014continued <\/td>\n<\/tr>\n
141<\/td>\nTABLE R403.3(2)\u2014AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY\u2014continued <\/td>\n<\/tr>\n
142<\/td>\nTABLE R403.3(2)\u2014AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY\u2014continued <\/td>\n<\/tr>\n
143<\/td>\nTABLE R403.3(2)\u2014AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY\u2014continued <\/td>\n<\/tr>\n
144<\/td>\nFIGURE R403.3(3)\u2014INSULATION PLACEMENT FORFROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE <\/td>\n<\/tr>\n
145<\/td>\nFIGURE R403.3(4)\u2014INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE <\/td>\n<\/tr>\n
146<\/td>\nFIGURE R403.4(1)\u2014BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL BEARING ON CRUSHED STONE
FIGURE R403.4(2)\u2014BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL ON SPREAD FOOTING <\/td>\n<\/tr>\n
147<\/td>\nTABLE R403.4\u2014MINIMUM DEPTH (D) AND WIDTH (W) OF CRUSHED STONE FOOTINGSa, b (inches) <\/td>\n<\/tr>\n
148<\/td>\nFIGURE R403.5(1)\u2014CRUSHED STONE FOOTINGS FOR CAST-IN-PLACE CONCRETE FOUNDATIONS IN SEISMIC DESIGN CATEGORIES A, B,AND C AND WIND EXPOSURE CATEGORIES B, C, AND D: CAST-IN-PLACE CONCRETE FOUNDATION WALL WITH WOOD CRIPPLE WALL
FIGURE R403.5(2)\u2014CRUSHED STONE FOOTINGS FOR CAST-IN-PLACE CONCRETE FOUNDATIONS IN SEISMIC DESIGN CATEGORIES A, B, AND C AND WIND EXPOSURE CATEGORIES B, C, AND D: CONCRETE SLAB-ON-GROUND WITHTURNED DOWN FOUNDATION CAST-IN-PLACE CONCRETE FOUNDATION WALL WITH NO CRIPPLE WALL ABOVE <\/td>\n<\/tr>\n
149<\/td>\nFIGURE R403.5(3)\u2014CRUSHED STONE FOOTINGS FOR CAST-IN-PLACE CONCRETE FOUNDATIONS IN SEISMIC DESIGN CATEGORIES A, B,AND C AND WIND EXPOSURE CATEGORIES B, C, AND D: CONCRETE SLAB-ON-GROUND WITH TURNED DOWN FOUNDATION
TABLE R403.5\u2014MINIMUM CAST-IN-PLACE CONCRETE FOUNDATION WALLDIMENSIONS, REINFORCEMENT AND MAXIMUM BRACED WALL LINE SPACING
SECTION R404\u2014FOUNDATION AND RETAINING WALLS <\/td>\n<\/tr>\n
150<\/td>\nTABLE R404.1.2.1(1)\u2014PLAIN MASONRY FOUNDATION WALLSf <\/td>\n<\/tr>\n
151<\/td>\nTABLE R404.1.2.1(2)\u20148-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d \u2265 5 INCHESa, c, f <\/td>\n<\/tr>\n
152<\/td>\nTABLE R404.1.2.1(3)\u201410-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d \u2265 6.75 INCHESa, c, f <\/td>\n<\/tr>\n
153<\/td>\nTABLE R404.1.2.1(4)\u201412-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d \u2265 8.75 INCHESa, c, f <\/td>\n<\/tr>\n
154<\/td>\nTABLE R404.1.3.2(1)\u2014MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLSa, b
TABLE R404.1.3.2(2)\u2014MINIMUM VERTICAL REINFORCEMENT FOR6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, g, h, i, j, k <\/td>\n<\/tr>\n
155<\/td>\nTABLE R404.1.3.2(2)\u2014MINIMUM VERTICAL REINFORCEMENT FOR6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, g, h, i, j, k\u2014continued
TABLE R404.1.3.2(3)\u2014MINIMUM VERTICAL REINFORCEMENT FOR8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i, j <\/td>\n<\/tr>\n
156<\/td>\nTABLE R404.1.3.2(4)\u2014MINIMUM VERTICAL REINFORCEMENT FOR10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i, j <\/td>\n<\/tr>\n
157<\/td>\nTABLE R404.1.3.2(5)\u2014MINIMUM VERTICAL WALL REINFORCEMENT FOR6-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, g, h, i, j <\/td>\n<\/tr>\n
158<\/td>\nTABLE R404.1.3.2(6)\u2014MINIMUM VERTICAL REINFORCEMENT FOR8-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, f, h, i, j, k <\/td>\n<\/tr>\n
159<\/td>\nTABLE R404.1.3.2(7)\u2014MINIMUM VERTICAL REINFORCEMENT FOR6-INCH (152 mm) SCREEN-GRID BASEMENT WALLSb, c, d, e, g, h, i, j <\/td>\n<\/tr>\n
160<\/td>\nTABLE R404.1.3.2(8)\u2014MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10- AND 12-INCH NOMINAL FLAT BASEMENT WALLSb, c, d, e, f, h, i, k, n, o <\/td>\n<\/tr>\n
161<\/td>\nTABLE R404.1.3.2(8)\u2014MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10- AND 12-INCH NOMINAL FLAT BASEMENT WALLSb, c, d, e, f, h, i, k, n, o\u2014continued <\/td>\n<\/tr>\n
162<\/td>\nTABLE R404.1.3.2(9)\u2014MINIMUM SPACING FOR ALTERNATE BAR SIZE AND ALTERNATE GRADE OF STEELa, b, c <\/td>\n<\/tr>\n
166<\/td>\nFIGURE R404.1.5.3\u2014FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS <\/td>\n<\/tr>\n
167<\/td>\nTABLE R404.2.3\u2014PLYWOOD GRADE AND THICKNESS FOR WOODFOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure) <\/td>\n<\/tr>\n
168<\/td>\nTABLE R404.2.3\u2014PLYWOOD GRADE AND THICKNESS FOR WOODFOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure)\u2014continued
SECTION R405 \u2014FOUNDATION DRAINAGE <\/td>\n<\/tr>\n
169<\/td>\nSECTION R406 \u2014FOUNDATION WATERPROOFING AND DAMP PROOFING <\/td>\n<\/tr>\n
170<\/td>\nSECTION R407\u2014COLUMNS
SECTION R408\u2014UNDER-FLOOR SPACE <\/td>\n<\/tr>\n
172<\/td>\nCHAPTER 5 FLOORS
SECTION R501\u2014GENERAL
SECTION R502\u2014WOOD FLOOR FRAMING <\/td>\n<\/tr>\n
173<\/td>\nFIGURE R502.2\u2014FLOOR CONSTRUCTION <\/td>\n<\/tr>\n
174<\/td>\nTABLE R502.3.1(1)\u2014FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential sleeping areas, live load = 30 psf, L\/\u0394 = 360)a <\/td>\n<\/tr>\n
175<\/td>\nTABLE R502.3.1(1)\u2014FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential sleeping areas, live load = 30 psf, L\/\u0394 = 360)a\u2014continued <\/td>\n<\/tr>\n
176<\/td>\nTABLE R502.3.1(2)\u2014FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential living areas, live load = 40 psf, L\/\u0394 = 360)b <\/td>\n<\/tr>\n
177<\/td>\nTABLE R502.3.1(2)\u2014FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential living areas, live load = 40 psf, L\/\u0394 = 360)b\u2014continued <\/td>\n<\/tr>\n
178<\/td>\nTABLE R502.3.3(1)\u2014CANTILEVER SPANS FOR FLOOR JOISTSSUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLYa, b, c, f, g(Floor live load \u2264 40 psf, roof live load \u2264 20 psf)
TABLE R502.3.3(2)\u2014CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONYa, b, e <\/td>\n<\/tr>\n
179<\/td>\nFIGURE R502.8\u2014CUTTING, NOTCHING AND DRILLING <\/td>\n<\/tr>\n
181<\/td>\nSECTION R503\u2014FLOOR SHEATHING
TABLE R503.1\u2014MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING <\/td>\n<\/tr>\n
182<\/td>\nTABLE R503.2.1.1(1)\u2014ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURALPANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENTa, b, c
TABLE R503.2.1.1(2)\u2014ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa <\/td>\n<\/tr>\n
183<\/td>\nSECTION R504\u2014PRESSURE PRESERVATIVE-TREATED WOOD FLOORS (ON GROUND)
SECTION R505\u2014COLD-FORMED STEEL FLOOR FRAMING <\/td>\n<\/tr>\n
184<\/td>\nTABLE R505.3.1(1)\u2014FLOOR-TO-FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTSa, b <\/td>\n<\/tr>\n
185<\/td>\nTABLE R505.3.1(2)\u2014FLOOR FASTENING SCHEDULEa
FIGURE R505.3.1(1)\u2014FLOOR-TO-EXTERIOR LOAD-BEARING WALL STUD CONNECTION
FIGURE R505.3.1(2)\u2014FLOOR-TO-WOOD-SILL CONNECTION <\/td>\n<\/tr>\n
186<\/td>\nFIGURE R505.3.1(3)\u2014FLOOR-TO-FOUNDATION CONNECTION
FIGURE R505.3.1(4)\u2014CANTILEVERED FLOOR-TO-FOUNDATION CONNECTION <\/td>\n<\/tr>\n
187<\/td>\nFIGURE R505.3.1(5)\u2014CANTILEVERED FLOOR-TO-WOOD-SILL CONNECTION
FIGURE R505.3.1(6)\u2014CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION <\/td>\n<\/tr>\n
188<\/td>\nFIGURE R505.3.1(7)\u2014CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL
FIGURE R505.3.1(8)\u2014LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL <\/td>\n<\/tr>\n
189<\/td>\nFIGURE R505.3.1(9)\u2014BEARING STIFFENERS FOR END JOISTS
TABLE R505.3.2\u2014ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014SINGLE OR CONTINUOUS SPANSa, b, c, d, e, f <\/td>\n<\/tr>\n
190<\/td>\nFIGURE R505.3.3.2(1)\u2014JOIST BLOCKING (SOLID)
FIGURE R505.3.3.2(2)\u2014JOIST BLOCKING (STRAP) <\/td>\n<\/tr>\n
191<\/td>\nFIGURE R505.3.4(1)\u2014BEARING STIFFENERS UNDER JAMB STUDS <\/td>\n<\/tr>\n
192<\/td>\nFIGURE R505.3.4(2)\u2014BEARING STIFFENER
FIGURE R505.3.7\u2014TRACK SPLICE <\/td>\n<\/tr>\n
193<\/td>\nFIGURE R505.3.8(1)\u2014COLD-FORMED STEEL FLOOR CONSTRUCTION\u20146-FOOT FLOOR OPENING
FIGURE R505.3.8(2)\u2014COLD-FORMED STEEL FLOOR CONSTRUCTION\u20148-FOOT FLOOR OPENING <\/td>\n<\/tr>\n
194<\/td>\nFIGURE R505.3.8(3)\u2014COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION\u20146-FOOT OPENING
FIGURE R505.3.8(4)\u2014COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION\u20148-FOOT OPENING <\/td>\n<\/tr>\n
195<\/td>\nSECTION R506\u2014CONCRETE FLOORS (ON GROUND)
SECTION R507\u2014EXTERIOR DECKS <\/td>\n<\/tr>\n
196<\/td>\nTABLE R507.2.3\u2014FASTENER AND CONNECTOR SPECIFICATIONS FOR DECKSa, b
FIGURE R507.3\u2014DECK POSTS TO DECK FOOTING CONNECTION <\/td>\n<\/tr>\n
197<\/td>\nTABLE R507.3.1\u2014MINIMUM FOOTING SIZE FOR DECKS <\/td>\n<\/tr>\n
198<\/td>\nTABLE R507.4\u2014DECK POST HEIGHT <\/td>\n<\/tr>\n
199<\/td>\nTABLE R507.4\u2014DECK POST HEIGHT\u2014continued
FIGURE R507.5\u2014TYPICAL DECK BEAM SPANS <\/td>\n<\/tr>\n
200<\/td>\nTABLE R507.5(1)\u2014MAXIMUM DECK BEAM SPAN\u201440 PSF LIVE LOADc <\/td>\n<\/tr>\n
201<\/td>\nTABLE R507.5(2)\u2014MAXIMUM DECK BEAM SPAN\u201450 PSF GROUND SNOW LOADc <\/td>\n<\/tr>\n
202<\/td>\nTABLE R507.5(3)\u2014MAXIMUM DECK BEAM SPAN\u201460 PSF GROUND SNOW LOADc <\/td>\n<\/tr>\n
203<\/td>\nTABLE R507.5(4)\u2014MAXIMUM DECK BEAM SPAN\u201470 PSF GROUND SNOW LOADc <\/td>\n<\/tr>\n
204<\/td>\nFIGURE R507.5.2(1)\u2014DECK BEAM TO DECK POST
FIGURE R507.5.2(2)\u2014NOTCHED POST-TO-BEAM CONNECTION <\/td>\n<\/tr>\n
205<\/td>\nFIGURE R507.6\u2014TYPICAL DECK JOIST SPANS <\/td>\n<\/tr>\n
206<\/td>\nTABLE R507.6\u2014MAXIMUM DECK JOIST SPANS <\/td>\n<\/tr>\n
207<\/td>\nTABLE R507.6\u2014MAXIMUM DECK JOIST SPANS\u2014continued
TABLE R507.7\u2014MAXIMUM JOIST SPACING FOR WOOD DECKING <\/td>\n<\/tr>\n
208<\/td>\nTABLE R507.9.1.3(1)\u2014DECK LEDGER CONNECTION TO BAND JOIST <\/td>\n<\/tr>\n
209<\/td>\nFIGURE R507.9.1.3(1)\u2014PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS
TABLE R507.9.1.3(2)\u2014PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS
FIGURE R507.9.1.3(2)\u2014PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS <\/td>\n<\/tr>\n
211<\/td>\nFIGURE R507.9.2(1)\u2014DECK ATTACHMENT FOR LATERAL LOADS
FIGURE R507.9.2(2)\u2014DECK ATTACHMENT FOR LATERAL LOADS <\/td>\n<\/tr>\n
213<\/td>\nCHAPTER 6 WALL CONSTRUCTION
SECTION R601\u2014GENERAL
SECTION R602\u2014WOOD WALL FRAMING <\/td>\n<\/tr>\n
214<\/td>\nTABLE R602.3(1)\u2014FASTENING SCHEDULE <\/td>\n<\/tr>\n
215<\/td>\nTABLE R602.3(1)\u2014FASTENING SCHEDULE\u2014continued <\/td>\n<\/tr>\n
216<\/td>\nTABLE R602.3(1)\u2014FASTENING SCHEDULE\u2014continued <\/td>\n<\/tr>\n
217<\/td>\nTABLE R602.3(1)\u2014FASTENING SCHEDULE\u2014continued <\/td>\n<\/tr>\n
218<\/td>\nTABLE R602.3(2)\u2014ALTERNATE ATTACHMENTS TO TABLE R602.3(1) <\/td>\n<\/tr>\n
219<\/td>\nTABLE R602.3(2)\u2014ALTERNATE ATTACHMENTS TO TABLE R602.3(1)\u2014continued
TABLE R602.3(3)\u2014REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa, b, c
TABLE R602.3(4)\u2014ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHINGa <\/td>\n<\/tr>\n
220<\/td>\nTABLE R602.3(5)\u2014SIZE, HEIGHT AND SPACING OF WOOD STUDSa
TABLE R602.3(6)\u2014ALTERNATE WOOD BEARING WALL STUD SIZE, HEIGHT AND SPACING <\/td>\n<\/tr>\n
221<\/td>\nFIGURE R602.3(1)\u2014TYPICAL WALL, FLOOR AND ROOF FRAMING <\/td>\n<\/tr>\n
222<\/td>\nFIGURE R602.3(2)\u2014FRAMING DETAILS <\/td>\n<\/tr>\n
223<\/td>\nTABLE R602.3.2\u2014SINGLE TOP-PLATE SPLICE CONNECTION DETAILS <\/td>\n<\/tr>\n
224<\/td>\nFIGURE R602.6(1)\u2014NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS <\/td>\n<\/tr>\n
225<\/td>\nFIGURE R602.6(2)\u2014NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS
FIGURE R602.6.1\u2014TOP PLATE FRAMING TO ACCOMMODATE PIPING <\/td>\n<\/tr>\n
226<\/td>\nTABLE R602.7(1)\u2014GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS(Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-firb and required number of jack studs) <\/td>\n<\/tr>\n
227<\/td>\nTABLE R602.7(1)\u2014GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS(Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-firb and required number of jack studs)\u2014continued <\/td>\n<\/tr>\n
228<\/td>\nTABLE R602.7(1)\u2014GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS(Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-firb and required number of jack studs)\u2014continued <\/td>\n<\/tr>\n
229<\/td>\nTABLE R602.7(1)\u2014GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS(Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-firb and required number of jack studs)\u2014continued <\/td>\n<\/tr>\n
230<\/td>\nTABLE R602.7(1)\u2014GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS(Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-firb and required number of jack studs)\u2014continued <\/td>\n<\/tr>\n
231<\/td>\nTABLE R602.7(2)\u2014GIRDER SPANSa AND HEADER SPANSa FOR INTERIOR BEARING WALLS(Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb and required number of jack studs)
TABLE R602.7(3)\u2014GIRDER AND HEADER SPANSa FOR OPEN PORCHES(Maximum span for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-firb) <\/td>\n<\/tr>\n
232<\/td>\nFIGURE R602.7.1(1)\u2014SINGLE-MEMBER HEADER IN EXTERIOR BEARING WALL
FIGURE R602.7.1(2)\u2014ALTERNATIVE SINGLE-MEMBER HEADER WITHOUT CRIPPLE <\/td>\n<\/tr>\n
233<\/td>\nFIGURE R602.7.2\u2014RIM BOARD HEADER CONSTRUCTION
TABLE R602.7.3\u2014MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa <\/td>\n<\/tr>\n
234<\/td>\nFIGURE R602.7.3\u2014TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION
TABLE R602.7.5\u2014MINIMUM NUMBER OF FULL-HEIGHT STUDS AT EACH END OF HEADERS IN EXTERIOR WALLSa <\/td>\n<\/tr>\n
235<\/td>\nFIGURE R602.10.1.1\u2014BRACED WALL LINES
TABLE R602.10.1.3\u2014BRACED WALL LINE SPACING <\/td>\n<\/tr>\n
236<\/td>\nFIGURE R602.10.1.4\u2014ANGLED WALLS <\/td>\n<\/tr>\n
237<\/td>\nFIGURE R602.10.2.2\u2014LOCATION OF BRACED WALL PANELS <\/td>\n<\/tr>\n
238<\/td>\nTABLE R602.10.3(1)\u2014BRACING REQUIREMENTS BASED ON WIND SPEED <\/td>\n<\/tr>\n
239<\/td>\nTABLE R602.10.3(1)\u2014BRACING REQUIREMENTS BASED ON WIND SPEED\u2014continued <\/td>\n<\/tr>\n
240<\/td>\nTABLE R602.10.3(1)\u2014BRACING REQUIREMENTS BASED ON WIND SPEED\u2014continued <\/td>\n<\/tr>\n
241<\/td>\nTABLE R602.10.3(2)\u2014WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING <\/td>\n<\/tr>\n
242<\/td>\nTABLE R602.10.3(3)\u2014BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY <\/td>\n<\/tr>\n
243<\/td>\nTABLE R602.10.3(3)\u2014BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY\u2014continued <\/td>\n<\/tr>\n
244<\/td>\nTABLE R602.10.3(4)\u2014SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING <\/td>\n<\/tr>\n
245<\/td>\nTABLE R602.10.3(4)\u2014SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING\u2014continued
FIGURE R602.10.3.1\u2014WALL HEIGHT FOR WOOD FRAMING <\/td>\n<\/tr>\n
246<\/td>\nTABLE R602.10.4\u2014BRACING METHODS <\/td>\n<\/tr>\n
247<\/td>\nTABLE R602.10.4\u2014BRACING METHODS\u2014continued <\/td>\n<\/tr>\n
248<\/td>\nTABLE R602.10.5\u2014MINIMUM LENGTH OF BRACED WALL PANELS <\/td>\n<\/tr>\n
249<\/td>\nTABLE R602.10.5\u2014MINIMUM LENGTH OF BRACED WALL PANELS\u2014continued
FIGURE R602.10.5\u2014BRACED WALL PANELS WITH CONTINUOUS SHEATHING <\/td>\n<\/tr>\n
250<\/td>\nTABLE R602.10.5.2\u2014PARTIAL CREDIT FOR BRACED WALL PANELS LESS THAN 48 INCHES IN ACTUAL LENGTH
TABLE R602.10.6.1\u2014MINIMUM HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS
FIGURE R602.10.6.1\u2014METHOD ABW\u2014ALTERNATE BRACED WALL PANEL <\/td>\n<\/tr>\n
251<\/td>\nFIGURE R602.10.6.2\u2014METHOD PFH\u2014PORTAL FRAME WITH HOLD-DOWNS
FIGURE R602.10.6.3\u2014METHOD PFG\u2014PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C <\/td>\n<\/tr>\n
252<\/td>\nTABLE R602.10.6.4\u2014TENSION STRAP CAPACITY FOR RESISTING WINDPRESSURES PERPENDICULAR TO METHODS PFH, PFG AND CS-PF BRACED WALL PANELSa <\/td>\n<\/tr>\n
253<\/td>\nFIGURE R602.10.6.4\u2014METHOD CS-PF\u2014CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION <\/td>\n<\/tr>\n
254<\/td>\nFIGURE R602.10.6.5.2\u2014METHOD BV-WSP\u2014WALL BRACING FORDWELLINGS WITH STONE AND MASONRY VENEER IN SEISMIC DESIGN CATEGORIES D0, D1 and D2 <\/td>\n<\/tr>\n
255<\/td>\nTABLE R602.10.6.5.4\u2014METHOD BV-WSP WALL BRACING REQUIREMENTS d <\/td>\n<\/tr>\n
256<\/td>\nTABLE R602.10.6.5.4\u2014METHOD BV-WSP WALL BRACING REQUIREMENTS d\u2014continued
FIGURE R602.10.7\u2014END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING <\/td>\n<\/tr>\n
257<\/td>\nFIGURE R602.10.8(1)\u2014BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR\/CEILING FRAMING
FIGURE R602.10.8(2)\u2014BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR\/CEILING FRAMING <\/td>\n<\/tr>\n
258<\/td>\nFIGURE R602.10.8.2(1)\u2014BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS <\/td>\n<\/tr>\n
259<\/td>\nFIGURE R602.10.8.2(2)\u2014BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES
FIGURE R602.10.8.2(3)\u2014BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES <\/td>\n<\/tr>\n
260<\/td>\nFIGURE R602.10.9\u2014MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS <\/td>\n<\/tr>\n
261<\/td>\nFIGURE R602.11.2\u2014STEPPED FOUNDATION CONSTRUCTION <\/td>\n<\/tr>\n
262<\/td>\nFIGURE R602.12.1\u2014RECTANGLE CIRCUMSCRIBING AN ENCLOSED BUILDING <\/td>\n<\/tr>\n
263<\/td>\nTABLE R602.12.4\u2014MINIMUM NUMBER OF BRACING UNITS ON EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE <\/td>\n<\/tr>\n
264<\/td>\nFIGURE R602.12.5\u2014BRACING UNIT DISTRIBUTION
SECTION R603\u2014COLD-FORMED STEEL WALL FRAMING <\/td>\n<\/tr>\n
265<\/td>\nTABLE R603.3.1\u2014WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa, b <\/td>\n<\/tr>\n
266<\/td>\nTABLE R603.3.1\u2014WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa, b\u2014continued
FIGURE R603.3.1(1)\u2014WALL TO FLOOR CONNECTION <\/td>\n<\/tr>\n
267<\/td>\nFIGURE R603.3.1(2)\u2014WALL TO FOUNDATION CONNECTION
FIGURE R603.3.1(3)\u2014WALL TO WOOD SILL CONNECTION <\/td>\n<\/tr>\n
268<\/td>\nFIGURE R603.3.1(4)\u2014WIND UPLIFT CONNECTOR
TABLE R603.3.1.1(1)\u2014GABLE ENDWALL TO FLOOR CONNECTION REQUIREMENTSa, b, c
TABLE R603.3.1.1(2)\u2014GABLE ENDWALL BOTTOM TRACK TO FOUNDATION CONNECTION REQUIREMENTSa, b, c <\/td>\n<\/tr>\n
269<\/td>\nTABLE R603.3.2(1)\u2014WALL FASTENING SCHEDULEa <\/td>\n<\/tr>\n
270<\/td>\nTABLE R603.3.2(2)\u201424-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d <\/td>\n<\/tr>\n
271<\/td>\nTABLE R603.3.2(3)\u201428-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d <\/td>\n<\/tr>\n
272<\/td>\nTABLE R603.3.2(4)\u201432-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d <\/td>\n<\/tr>\n
273<\/td>\nTABLE R603.3.2(5)\u201436-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d <\/td>\n<\/tr>\n
274<\/td>\nTABLE R603.3.2(6)\u201440-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d <\/td>\n<\/tr>\n
275<\/td>\nTABLE R603.3.2(7)\u201424-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d <\/td>\n<\/tr>\n
276<\/td>\nTABLE R603.3.2(8)\u201428-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d <\/td>\n<\/tr>\n
277<\/td>\nTABLE R603.3.2(9)\u201432-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d <\/td>\n<\/tr>\n
278<\/td>\nTABLE R603.3.2(10)\u201436-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d <\/td>\n<\/tr>\n
279<\/td>\nTABLE R603.3.2(11)\u201440-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d <\/td>\n<\/tr>\n
280<\/td>\nTABLE R603.3.2(12)\u201424-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d <\/td>\n<\/tr>\n
281<\/td>\nTABLE R603.3.2(13)\u201428-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d <\/td>\n<\/tr>\n
282<\/td>\nTABLE R603.3.2(14)\u201432-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d <\/td>\n<\/tr>\n
283<\/td>\nTABLE R603.3.2(15)\u201436-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d <\/td>\n<\/tr>\n
284<\/td>\nTABLE R603.3.2(16)\u201440-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d <\/td>\n<\/tr>\n
285<\/td>\nTABLE R603.3.2.1(1)\u2014ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa, b, c, d <\/td>\n<\/tr>\n
286<\/td>\nTABLE R603.3.2.1(2)\u2014ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa, b, c, d <\/td>\n<\/tr>\n
287<\/td>\nFIGURE R603.3.3(1)\u2014STUD BRACING WITH STRAPPING ONLY
FIGURE R603.3.3(2)\u2014STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL <\/td>\n<\/tr>\n
288<\/td>\nFIGURE R603.3.5\u2014TRACK SPLICE
FIGURE R603.4\u2014CORNER FRAMING <\/td>\n<\/tr>\n
289<\/td>\nTABLE R603.6(1)\u2014BOX-BEAM AND BACK-TO-BACK HEADER SPANS(HEADERS SUPPORTING ROOF AND CEILING ONLY)a, b, d <\/td>\n<\/tr>\n
290<\/td>\nTABLE R603.6(2)\u2014BOX-BEAM AND BACK-TO-BACK HEADER SPANS(HEADERS SUPPORTING ROOF AND CEILING ONLY)a, b, d <\/td>\n<\/tr>\n
291<\/td>\nTABLE R603.6(3)\u2014BOX-BEAM AND BACK-TO-BACK HEADER SPANS(HEADERS SUPPORTING ONE FLOOR, ROOF AND CEILING)a, b, d <\/td>\n<\/tr>\n
292<\/td>\nTABLE R603.6(4)\u2014BOX-BEAM AND BACK-TO-BACK HEADER SPANS(HEADERS SUPPORTING ONE FLOOR, ROOF AND CEILING)a, b, d <\/td>\n<\/tr>\n
293<\/td>\nTABLE R603.6(5)\u2014BOX-BEAM AND BACK-TO-BACK HEADER SPANS(HEADERS SUPPORTING TWO FLOORS, ROOF AND CEILING)a, b, d <\/td>\n<\/tr>\n
294<\/td>\nTABLE R603.6(6)\u2014BOX-BEAM AND BACK-TO-BACK HEADER SPANS(HEADERS SUPPORTING TWO FLOORS, ROOF AND CEILING)a, b, d <\/td>\n<\/tr>\n
295<\/td>\nFIGURE R603.6(1)\u2014BOX BEAM HEADER
FIGURE R603.6(2)\u2014BACK-TO-BACK HEADER <\/td>\n<\/tr>\n
296<\/td>\nFIGURE R603.6.1(1)\u2014BOX BEAM HEADER IN GABLE ENDWALL
FIGURE R603.6.1(2)\u2014BACK-TO-BACK HEADER IN GABLE ENDWALL <\/td>\n<\/tr>\n
297<\/td>\nTABLE R603.7(1)\u2014TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING
TABLE R603.7(2)\u2014HEADER TO KING STUD CONNECTION REQUIREMENTSa, b, c, d
TABLE R603.8\u2014HEAD AND SILL TRACK SPAN <\/td>\n<\/tr>\n
298<\/td>\nFIGURE R603.9\u2014STRUCTURAL SHEATHING FASTENING PATTERN
TABLE R603.9.2(1)\u2014MINIMUM PERCENTAGE OF FULL-HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLSa, b <\/td>\n<\/tr>\n
299<\/td>\nTABLE R603.9.2(1)\u2014MINIMUM PERCENTAGE OF FULL-HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLSa, b\u2014continued
TABLE R603.9.2(2)\u2014FULL-HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS <\/td>\n<\/tr>\n
300<\/td>\nFIGURE R603.9.4.2\u2014CORNER STUD HOLD-DOWN D
TABLE R603.9.5(1)\u2014REQUIRED 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
301<\/td>\nTABLE R603.9.5(1)\u2014REQUIRED 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\u2014continued
TABLE R603.9.5(2)\u2014REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 43-MIL COLD-FORMED STEEL FRAMING AND 6-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING <\/td>\n<\/tr>\n
302<\/td>\nTABLE R603.9.5(2)\u2014REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 43-MIL COLD-FORMED STEEL FRAMING AND 6-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING\u2014continued
TABLE R603.9.5(3)\u2014REQUIRED 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 4-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING <\/td>\n<\/tr>\n
303<\/td>\nTABLE R603.9.5(3)\u2014REQUIRED 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 4-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING\u2014continued
TABLE R603.9.5(4)\u2014REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 43-MIL COLD-FORMED STEEL FRAMING AND 4-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING <\/td>\n<\/tr>\n
304<\/td>\nSECTION R604 \u2014WOOD STRUCTURAL PANELS
SECTION R605 \u2014PARTICLEBOARD
SECTION R606 \u2014GENERAL MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
305<\/td>\nTABLE R606.2.8\u2014MORTAR PROPORTIONSa, b
TABLE R606.2.12\u2014GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
306<\/td>\nTABLE R606.3.4.1\u2014MINIMUM CORROSION PROTECTION <\/td>\n<\/tr>\n
307<\/td>\nTABLE R606.3.5.1\u2014GROUT SPACE DIMENSIONS AND POUR HEIGHTS <\/td>\n<\/tr>\n
308<\/td>\nTABLE R606.6.4\u2014SPACING OF LATERAL SUPPORT FOR MASONRY WALLS <\/td>\n<\/tr>\n
309<\/td>\nTABLE R606.9\u2014ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
310<\/td>\nTABLE R606.9\u2014ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY\u2014continued <\/td>\n<\/tr>\n
311<\/td>\nFIGURE R606.11(1)\u2014ANCHORAGE REQUIREMENTS FORMASONRY WALLS LOCATED IN SEISMIC DESIGN CATEGORY A, B OR C AND WHERE WIND LOADS ARE LESS THAN 30 PSF <\/td>\n<\/tr>\n
312<\/td>\nFIGURE R606.11(2)\u2014REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C <\/td>\n<\/tr>\n
313<\/td>\nFIGURE R606.11(3)\u2014REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1 OR D2 <\/td>\n<\/tr>\n
314<\/td>\nTABLE R606.12.2.1\u2014MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES <\/td>\n<\/tr>\n
315<\/td>\nTABLE R606.12.3.2\u2014MINIMUM DISTRIBUTED WALL REINFORCEMENTFOR BUILDINGS ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1 <\/td>\n<\/tr>\n
316<\/td>\nTABLE R606.12.4.1\u2014MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2
TABLE R606.12.4.2\u2014MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 <\/td>\n<\/tr>\n
317<\/td>\nSECTION R607\u2014GLASS UNIT MASONRY
FIGURE R607.4.1\u2014GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE <\/td>\n<\/tr>\n
318<\/td>\nSECTION R608\u2014EXTERIOR CONCRETE WALL CONSTRUCTION <\/td>\n<\/tr>\n
319<\/td>\nTABLE R608.3\u2014DIMENSIONAL REQUIREMENTS FOR WALLSa <\/td>\n<\/tr>\n
320<\/td>\nFIGURE R608.3(1)\u2014FLAT WALL SYSTEM
FIGURE R608.3(2)\u2014WAFFLE-GRID WALL SYSTEM <\/td>\n<\/tr>\n
321<\/td>\nFIGURE R608.3(3)\u2014SCREEN-GRID WALL SYSTEM <\/td>\n<\/tr>\n
322<\/td>\nTABLE R608.5.4(1)\u2014LAP SPLICE AND TENSION DEVELOPMENT LENGTHS <\/td>\n<\/tr>\n
323<\/td>\nTABLE R608.5.4(1)\u2014LAP SPLICE AND TENSION DEVELOPMENT LENGTHS\u2014continued
FIGURE R608.5.4(1)\u2014LAP SPLICES
FIGURE R608.5.4(2)\u2014DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION <\/td>\n<\/tr>\n
324<\/td>\nFIGURE R608.5.4(3)\u2014STANDARD HOOKS
TABLE R608.5.4(2)\u2014MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND ALTERNATIVE GRADE OF STEELa, b, c <\/td>\n<\/tr>\n
325<\/td>\nTABLE R608.5.4(2)\u2014MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND ALTERNATIVE GRADE OF STEELa, b, c\u2014continued <\/td>\n<\/tr>\n
326<\/td>\nFIGURE R608.6(1)\u2014ABOVE-GRADE CONCRETE WALL CONSTRUCTION ONE STORY <\/td>\n<\/tr>\n
327<\/td>\nFIGURE R608.6(2)\u2014ABOVE-GRADE CONCRETE WALL CONSTRUCTION CONCRETE FIRST STORY AND LIGHT-FRAME SECOND STORY <\/td>\n<\/tr>\n
328<\/td>\nFIGURE R608.6(3)\u2014ABOVE-GRADE CONCRETE WALL CONSTRUCTION TWO STORY <\/td>\n<\/tr>\n
329<\/td>\nFIGURE R608.6(4)\u2014ABOVE-GRADE CONCRETE WALL SUPPORTED ON MONOLITHIC SLAB-ON-GROUND FOOTING <\/td>\n<\/tr>\n
330<\/td>\nTABLE R608.6(1)\u2014MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLSa, b, c, d, e <\/td>\n<\/tr>\n
331<\/td>\nTABLE R608.6(2)\u2014MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLSa, b, c, d, e <\/td>\n<\/tr>\n
332<\/td>\nTABLE R608.6(3)\u2014MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLSa, b, c, d, e <\/td>\n<\/tr>\n
333<\/td>\nTABLE R608.6(4)\u2014MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- ANDSCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLSa, b, c, d, e, k <\/td>\n<\/tr>\n
336<\/td>\nFIGURE R608.7.1.1(1)\u2014MINIMUM SOLID WALL LENGTH <\/td>\n<\/tr>\n
337<\/td>\nFIGURE R608.7.1.1(2)\u2014VERTICAL REINFORCEMENT LAYOUT DETAIL <\/td>\n<\/tr>\n
338<\/td>\nFIGURE R608.7.1.1(3)\u2014VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS
TABLE R608.7.1.1(1)\u2014UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACHEXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORYa, c, d, e, f, g <\/td>\n<\/tr>\n
339<\/td>\nTABLE R608.7.1.1(1)\u2014UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACHEXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORYa, c, d, e, f, g\u2014continued <\/td>\n<\/tr>\n
340<\/td>\nTABLE R608.7.1.1(2)\u2014UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORYa, c, d, e, f, g <\/td>\n<\/tr>\n
341<\/td>\nTABLE R608.7.1.1(2)\u2014UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORYa, c, d, e, f, g\u2014continued <\/td>\n<\/tr>\n
342<\/td>\nTABLE R608.7.1.1(3)\u2014UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa, c, d, e, f, g <\/td>\n<\/tr>\n
343<\/td>\nTABLE R608.7.1.1(3)\u2014UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa, c, d, e, f, g\u2014continued <\/td>\n<\/tr>\n
344<\/td>\nTABLE R608.7.1.1(5)\u2014REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEETa, b <\/td>\n<\/tr>\n
345<\/td>\nTABLE R608.7.1.1(6)\u2014REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLSa, c <\/td>\n<\/tr>\n
347<\/td>\nFIGURE R608.8(1)\u2014REINFORCEMENT OF OPENINGS
FIGURE R608.8(2)\u2014LINTEL FOR FLAT WALLS <\/td>\n<\/tr>\n
348<\/td>\nFIGURE R608.8(3)\u2014LINTELS FOR WAFFLE-GRID WALLS <\/td>\n<\/tr>\n
349<\/td>\nFIGURE R608.8(4)\u2014LINTELS FOR SCREEN-GRID WALLS <\/td>\n<\/tr>\n
350<\/td>\nTABLE R608.8(1)\u2014LINTEL DESIGN LOADING CONDITIONSa, b, d <\/td>\n<\/tr>\n
351<\/td>\nTABLE R608.8(2)\u2014MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m(ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET) <\/td>\n<\/tr>\n
352<\/td>\nTABLE R608.8(2)\u2014MAXIMUM ALLOWABLE CLEARSPANS FOR 4-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m(ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET)\u2014continued <\/td>\n<\/tr>\n
353<\/td>\nTABLE R608.8(3)\u2014MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m(ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET) <\/td>\n<\/tr>\n
354<\/td>\nTABLE R608.8(3)\u2014MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m(ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET)\u2014continued <\/td>\n<\/tr>\n
355<\/td>\nTABLE R608.8(4)\u2014MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m(ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET) <\/td>\n<\/tr>\n
356<\/td>\nTABLE R608.8(4)\u2014MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m(ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET)\u2014continued <\/td>\n<\/tr>\n
357<\/td>\nTABLE R608.8(5)\u2014MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m(ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET) <\/td>\n<\/tr>\n
358<\/td>\nTABLE R608.8(5)\u2014MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m(ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET)\u2014continued <\/td>\n<\/tr>\n
359<\/td>\nTABLE R608.8(6)\u2014MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o(MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET) <\/td>\n<\/tr>\n
360<\/td>\nTABLE R608.8(6)\u2014MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o(MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET)\u2014continued <\/td>\n<\/tr>\n
361<\/td>\nTABLE R608.8(7)\u2014MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o(MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET) <\/td>\n<\/tr>\n
362<\/td>\nTABLE R608.8(7)\u2014MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o(MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET)\u2014continued <\/td>\n<\/tr>\n
363<\/td>\nTABLE R608.8(8)\u2014MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK SCREEN-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, p(ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET) <\/td>\n<\/tr>\n
364<\/td>\nTABLE R608.8(9)\u2014MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g <\/td>\n<\/tr>\n
365<\/td>\nTABLE R608.8(9)\u2014MAXIMUM ALLOWABLE CLEAR SPANS FORFLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g\u2014continued
TABLE R608.8(10)\u2014MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN-GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSc, d, e, f, g <\/td>\n<\/tr>\n
367<\/td>\nFIGURE R608.9(1)\u2014WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
368<\/td>\nTABLE R608.9(1)\u2014WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b
FIGURE R608.9(2)\u2014WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
369<\/td>\nTABLE R608.9(2)\u2014WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b
FIGURE R608.9(3)\u2014WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
370<\/td>\nTABLE R608.9(3)\u2014WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e <\/td>\n<\/tr>\n
371<\/td>\nFIGURE R608.9(4)\u2014WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
372<\/td>\nTABLE R608.9(4)\u2014WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e <\/td>\n<\/tr>\n
373<\/td>\nFIGURE R608.9(5)\u2014COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARFor SI: <\/td>\n<\/tr>\n
374<\/td>\nTABLE R608.9(5)\u2014COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c
FIGURE R608.9(6)\u2014COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
375<\/td>\nTABLE R608.9(6)\u2014COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b, c
FIGURE R608.9(7)\u2014COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
376<\/td>\nTABLE R608.9(7)\u2014COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
FIGURE R608.9(8)\u2014COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
377<\/td>\nTABLE R608.9(8)\u2014COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
FIGURE R608.9(9)\u2014WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
378<\/td>\nTABLE R608.9(9)\u2014WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
FIGURE R608.9(10)\u2014WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
379<\/td>\nTABLE R608.9(10)\u2014WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e <\/td>\n<\/tr>\n
380<\/td>\nFIGURE R608.9(11)\u2014COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
381<\/td>\nTABLE R608.9(11)\u2014COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
FIGURE R608.9(12)\u2014COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
382<\/td>\nTABLE R608.9(12)\u2014COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e <\/td>\n<\/tr>\n
383<\/td>\nSECTION R609\u2014EXTERIOR WINDOWS AND DOORS <\/td>\n<\/tr>\n
384<\/td>\nFIGURE R609.7.2(1)\u2014THROUGH THE FRAME
FIGURE R609.7.2(2)\u2014FRAME CLIP
FIGURE R609.7.2(3)\u2014THROUGH THE FRAME <\/td>\n<\/tr>\n
385<\/td>\nFIGURE R609.7.2(4)\u2014FRAME CLIP
FIGURE R609.7.2(5)\u2014THROUGH THE FLANGE
FIGURE R609.7.2(6)\u2014THROUGH THE FLANGE
FIGURE R609.7.2(7)\u2014FRAME CLIP <\/td>\n<\/tr>\n
386<\/td>\nFIGURE R609.7.2(8)\u2014THROUGH THE FLANGE
SECTION R610 \u2014STRUCTURAL INSULATED PANEL WALL CONSTRUCTION <\/td>\n<\/tr>\n
387<\/td>\nFIGURE R610.4\u2014SIP WALL PANEL
TABLE R610.5(1)\u2014MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY (inches)a <\/td>\n<\/tr>\n
388<\/td>\nTABLE R610.5(1)\u2014MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY (inches)a\u2014continued
TABLE R610.5(2)\u2014MINIMUM THICKNESS FOR SIP WALLSUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF ONLY (inches)a <\/td>\n<\/tr>\n
389<\/td>\nTABLE R610.5(2)\u2014MINIMUM THICKNESS FOR SIP WALLSUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF ONLY (inches)a\u2014continued
FIGURE R610.5(1)\u2014MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS <\/td>\n<\/tr>\n
390<\/td>\nFIGURE R610.5(2)\u2014MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
FIGURE R610.5(3)\u2014TRUSSED ROOF TO TOP PLATE CONNECTION <\/td>\n<\/tr>\n
391<\/td>\nFIGURE R610.5(4)\u2014SIP WALL-TO-WALL PLATFORM FRAME CONNECTION
FIGURE R610.5(5)\u2014SIP WALL-TO-WALL HANGING FLOOR FRAME CONNECTION(I-Joist floor shown for Illustration only) <\/td>\n<\/tr>\n
392<\/td>\nFIGURE R610.5.1\u2014SIP WALL FRAMING CONFIGURATION
FIGURE R610.5.2\u2014SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT <\/td>\n<\/tr>\n
393<\/td>\nFIGURE R610.5.4\u2014SIP CORNER FRAMING DETAIL <\/td>\n<\/tr>\n
394<\/td>\nFIGURE R610.8\u2014TYPICAL SIP WALL PANEL-TO-PANEL CONNECTION DETAILS
TABLE R610.8\u2014MAXIMUM SPANS FOR 117\/8-INCH OR DEEPER SIP HEADERS (feet)a, c, d <\/td>\n<\/tr>\n
395<\/td>\nCHAPTER 7 WALL COVERING
SECTION R701\u2014GENERAL
SECTION R702\u2014INTERIOR COVERING
TABLE R702.1(1)\u2014THICKNESS OF PLASTER <\/td>\n<\/tr>\n
396<\/td>\nTABLE R702.1(2)\u2014GYPSUM PLASTER PROPORTIONSa
TABLE R702.1(3)\u2014CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME <\/td>\n<\/tr>\n
398<\/td>\nTABLE R702.3.5\u2014MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS <\/td>\n<\/tr>\n
399<\/td>\nTABLE R702.3.6\u2014SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
TABLE R702.4.2\u2014BACKER BOARD MATERIALS <\/td>\n<\/tr>\n
400<\/td>\nTABLE R702.7(1)\u2014VAPOR RETARDER MATERIALS AND CLASSES
TABLE R702.7(2)\u2014VAPOR RETARDER OPTIONS <\/td>\n<\/tr>\n
401<\/td>\nTABLE R702.7(3)\u2014CLASS III VAPOR RETARDERS
TABLE R702.7(4)\u2014CONTINUOUS INSULATION WITH CLASS I OR II RESPONSIVE VAPOR RETARDER
TABLE R702.7(5)\u2014CONTINUOUS INSULATION ON WALLS WITHOUT A CLASS I, II OR III INTERIOR VAPOR RETARDERa <\/td>\n<\/tr>\n
402<\/td>\nSECTION R703\u2014EXTERIOR WALL COVERING <\/td>\n<\/tr>\n
403<\/td>\nTABLE R703.3(1)\u2014SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
404<\/td>\nTABLE R703.3(1)\u2014SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS\u2014continued
TABLE R703.3(2)\u2014SCREW FASTENER SUBSTITUTION FOR SIDING ATTACHMENT TO COLD-FORMED STEEL LIGHT FRAME CONSTRUCTIONa, b, c, d, e <\/td>\n<\/tr>\n
405<\/td>\nTABLE R703.3.2\u2014LIMITS FOR ATTACHMENT PER Table R703.3(1)
TABLE R703.3.3\u2014OPTIONAL SIDING ATTACHMENT SCHEDULE FOR FASTENERS WHERE NO STUD PENETRATION NECESSARY <\/td>\n<\/tr>\n
407<\/td>\nTABLE R703.6.1\u2014MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa, b, c(Dimensions are in inches)
TABLE R703.6.3(1)\u2014SINGLE-COURSE SIDEWALL FASTENERS <\/td>\n<\/tr>\n
408<\/td>\nTABLE R703.6.3(2)\u2014DOUBLE-COURSE SIDEWALL FASTENERS <\/td>\n<\/tr>\n
410<\/td>\nFIGURE R703.8(1)\u2014TYPICAL MASONRY VENEER WALL DETAILS d <\/td>\n<\/tr>\n
411<\/td>\nFIGURE R703.8(2)\u2014TYPICAL MASONRY VENEER WALL DETAILSe <\/td>\n<\/tr>\n
412<\/td>\nTABLE R703.8(1)\u2014STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C
TABLE R703.8(2)\u2014STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, SEISMIC DESIGN CATEGORIES D0, D1 AND D2 <\/td>\n<\/tr>\n
413<\/td>\nFIGURE R703.8.2.1\u2014EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES <\/td>\n<\/tr>\n
414<\/td>\nFIGURE R703.8.2.2(1)\u2014EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS
FIGURE R703.8.2.2(2)\u2014EXTERIOR MASONRY VENEER SUPPORT BY LEDGER <\/td>\n<\/tr>\n
415<\/td>\nTABLE R703.8.3.1\u2014ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa, b, c, d
TABLE R703.8.3.2\u2014HEIGHT OF MASONRY VENEER ABOVE OPENING <\/td>\n<\/tr>\n
416<\/td>\nFIGURE R703.8.3.2\u2014MASONRY VENEER OPENING
TABLE R703.8.4(1)\u2014TIE ATTACHMENT AND AIRSPACE REQUIREMENTS <\/td>\n<\/tr>\n
417<\/td>\nTABLE R703.8.4(2)\u2014REQUIRED BRICK TIE SPACING FOR DIRECT APPLICATION TO WOOD STRUCTURAL PANEL SHEATHINGa, b, c <\/td>\n<\/tr>\n
419<\/td>\nFIGURE R703.11.1.1(1)\u2014TYPICAL STARTER STRIPa
FIGURE R703.11.1.2 (1)\u2014TYPICAL SNAP LOCK AND UTILITY TRIMa <\/td>\n<\/tr>\n
420<\/td>\nFIGURE R703.11.1.2 (2)\u2014TYPICAL SNAP LOCK AND UTILITY TRIM UNDER WINDOWa
TABLE R703.11.2\u2014REQUIRED MINIMUM WIND LOAD DESIGN PRESSURE RATING FOR VINYL SIDING INSTALLED OVER FOAM PLASTIC SHEATHING ALONE <\/td>\n<\/tr>\n
421<\/td>\nTABLE R703.11.2\u2014REQUIRED MINIMUM WIND LOAD DESIGN PRESSURE RATING FOR VINYL SIDING INSTALLED OVER FOAM PLASTIC SHEATHING ALONE\u2014continued <\/td>\n<\/tr>\n
422<\/td>\nFIGURE R703.14.1.1.2 (1)\u2014TYPICAL POLYPROPYLENE SIDING TRIM UNDER WINDOWS AND AT THE TOP OF WALLS <\/td>\n<\/tr>\n
423<\/td>\nTABLE R703.15.1\u2014CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa <\/td>\n<\/tr>\n
424<\/td>\nTABLE R703.15.2\u2014FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa, b <\/td>\n<\/tr>\n
425<\/td>\nTABLE R703.16.1\u2014CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa, b
TABLE R703.16.2\u2014FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa <\/td>\n<\/tr>\n
426<\/td>\nTABLE R703.16.2\u2014FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa\u2014continued
SECTION R704 \u2014EXTERIOR SOFFITS AND FASCIAS <\/td>\n<\/tr>\n
427<\/td>\nFIGURE R704.2.1(1)\u2014TYPICAL SINGLE-SPAN VINYL AND ALUMINUM EXTERIOR SOFFIT PANEL SUPPORT
FIGURE R704.2.1(2)\u2014TYPICAL DOUBLE-SPAN VINYL AND ALUMINUM EXTERIOR SOFFIT PANEL SUPPORT <\/td>\n<\/tr>\n
428<\/td>\nTABLE R704.3.4\u2014PRESCRIPTIVE ALTERNATIVE FOR WOOD STRUCTURAL PANEL EXTERIOR SOFFIT b, c, d, e <\/td>\n<\/tr>\n
429<\/td>\nSECTION R705\u2014BIPV SYSTEMS FOR EXTERIOR WALL COVERINGS AND FENESTRATION <\/td>\n<\/tr>\n
430<\/td>\nCHAPTER 8 ROOF-CEILING CONSTRUCTION
SECTION R801\u2014GENERAL
SECTION R802\u2014WOOD ROOF FRAMING <\/td>\n<\/tr>\n
431<\/td>\nTABLE R802.4.1(1)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load = 20 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
432<\/td>\nTABLE R802.4.1(1)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load = 20 psf, ceiling not attached to rafters, L\/\u0394 = 180)\u2014continued <\/td>\n<\/tr>\n
433<\/td>\nTABLE R802.4.1(2)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load = 20 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
434<\/td>\nTABLE R802.4.1(2)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load = 20 psf, ceiling attached to rafters, L\/\u0394 = 240)\u2014continued <\/td>\n<\/tr>\n
435<\/td>\nTABLE R802.4.1(3)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 30 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
436<\/td>\nTABLE R802.4.1(3)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 30 psf, ceiling not attached to rafters, L\/\u0394 = 180)\u2014continued <\/td>\n<\/tr>\n
437<\/td>\nTABLE R802.4.1(4)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 30 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
438<\/td>\nTABLE R802.4.1(4)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 30 psf, ceiling attached to rafters, L\/\u0394 = 240)\u2014continued <\/td>\n<\/tr>\n
439<\/td>\nTABLE R802.4.1(5)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 50 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
440<\/td>\nTABLE R802.4.1(5)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 50 psf, ceiling not attached to rafters, L\/\u0394 = 180)\u2014continued <\/td>\n<\/tr>\n
441<\/td>\nTABLE R802.4.1(6)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 50 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
442<\/td>\nTABLE R802.4.1(6)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 50 psf, ceiling attached to rafters, L\/\u0394 = 240)\u2014continued <\/td>\n<\/tr>\n
443<\/td>\nTABLE R802.4.1(7)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 70 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
444<\/td>\nTABLE R802.4.1(7)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 70 psf, ceiling not attached to rafters, L\/\u0394 = 180)\u2014continued <\/td>\n<\/tr>\n
445<\/td>\nTABLE R802.4.1(8)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 70 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
446<\/td>\nTABLE R802.4.1(8)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 70 psf, ceiling attached to rafters, L\/\u0394 = 240)\u2014continued <\/td>\n<\/tr>\n
447<\/td>\nTABLE R802.4.1(9)\u2014RAFTER SPAN ADJUSTMENT FACTOR
FIGURE R802.4.5\u2014BRACED RAFTER CONSTRUCTION <\/td>\n<\/tr>\n
448<\/td>\nTABLE R802.5.1(1)\u2014CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics without storage, live load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
449<\/td>\nTABLE R802.5.1(1)\u2014CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics without storage, live load = 10 psf, L\/\u0394 = 240)\u2014continued <\/td>\n<\/tr>\n
450<\/td>\nTABLE R802.5.1(2)\u2014CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics with limited storage, live load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
451<\/td>\nTABLE R802.5.1(2)\u2014CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics with limited storage, live load = 20 psf, L\/\u0394 = 240)\u2014continued <\/td>\n<\/tr>\n
452<\/td>\nTABLE R802.5.2(1)\u2014RAFTER\/CEILING JOIST HEEL JOINT CONNECTIONSg
TABLE R802.5.2(2)\u2014HEEL JOINT CONNECTION ADJUSTMENT FACTORS <\/td>\n<\/tr>\n
453<\/td>\nFIGURE R802.7.1.1\u2014RAFTER NOTCH <\/td>\n<\/tr>\n
454<\/td>\nFIGURE R802.7.1.2\u2014CEILING JOIST TAPER CUT <\/td>\n<\/tr>\n
456<\/td>\nTABLE R802.11\u2014RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD)(POUNDS PER CONNECTION)a, b, c, d, e, f, g, h <\/td>\n<\/tr>\n
457<\/td>\nTABLE R802.11\u2014RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD)(POUNDS PER CONNECTION)a, b, c, d, e, f, g, h\u2014continued
SECTION R803\u2014ROOF SHEATHING
TABLE R803.1\u2014MINIMUM THICKNESS OF LUMBER ROOF SHEATHING <\/td>\n<\/tr>\n
458<\/td>\nSECTION R804\u2014COLD-FORMED STEEL ROOF FRAMING <\/td>\n<\/tr>\n
459<\/td>\nFIGURE R804.3\u2014COLD-FORMED STEEL ROOF CONSTRUCTION
TABLE R804.3\u2014ROOF FRAMING FASTENING SCHEDULEa, b <\/td>\n<\/tr>\n
460<\/td>\nTABLE R804.3.1.1(1)\u2014CEILING JOIST SPANS 10 PSF LIVE LOAD (NO ATTIC STORAGE)a, b, c, d <\/td>\n<\/tr>\n
461<\/td>\nTABLE R804.3.1.1(2)\u2014CEILING JOIST SPANS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c, d
TABLE R804.3.1.1(3)\u2014NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTIONa <\/td>\n<\/tr>\n
462<\/td>\nFIGURE R804.3.1.1\u2014JOIST TO RAFTER CONNECTION <\/td>\n<\/tr>\n
463<\/td>\nFIGURE R804.3.1.3(1)\u2014CEILING JOIST TOP FLANGE BRACING WITH C-SHAPED, TRACK OR COLD-ROLLED CHANNEL
FIGURE R804.3.1.3(2)\u2014CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING <\/td>\n<\/tr>\n
464<\/td>\nFIGURE R804.3.1.4\u2014SPLICED CEILING JOISTS
TABLE R804.3.2.1(1)\u2014ROOF RAFTER SPANSa, b, c, d <\/td>\n<\/tr>\n
465<\/td>\nTABLE R804.3.2.1(2)\u2014ULTIMATE DESIGN WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION
FIGURE R804.3.2.1.2\u2014GABLE ENDWALL OVERHANG DETAILS <\/td>\n<\/tr>\n
466<\/td>\nFIGURE R804.3.2.4\u2014RIDGE MEMBER CONNECTION
TABLE R804.3.2.4\u2014SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR ROOF RAFTER TO RIDGE MEMBER CONNECTIONa <\/td>\n<\/tr>\n
467<\/td>\nFIGURE R804.3.5(1)\u2014ROOF OR CEILING OPENING <\/td>\n<\/tr>\n
468<\/td>\nFIGURE R804.3.5(2)\u2014HEADER TO TRIMMER CONNECTION <\/td>\n<\/tr>\n
469<\/td>\nTABLE R804.3.7.1\u2014REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FEETa, b, c, d, e, f, g
FIGURE R804.3.7.1(1)\u2014CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL <\/td>\n<\/tr>\n
470<\/td>\nFIGURE R804.3.7.1(2)\u2014CEILING DIAPHRAGM TO SIDEWALL DETAIL
FIGURE R804.3.7.2\u2014ROOF BLOCKING DETAIL <\/td>\n<\/tr>\n
471<\/td>\nSECTION R805\u2014CEILING FINISHES
SECTION R806\u2014ROOF VENTILATION <\/td>\n<\/tr>\n
472<\/td>\nTABLE R806.5\u2014INSULATION FOR CONDENSATION CONTROL <\/td>\n<\/tr>\n
473<\/td>\nSECTION R807\u2014ATTIC ACCESS <\/td>\n<\/tr>\n
474<\/td>\nCHAPTER 9 ROOF ASSEMBLIES
SECTION R901\u2014GENERAL
SECTION R902\u2014FIRE CLASSIFICATION
SECTION R903\u2014WEATHER PROTECTION <\/td>\n<\/tr>\n
475<\/td>\nSECTION R904\u2014MATERIALS
SECTION R905\u2014REQUIREMENTS FOR ROOF COVERINGS
TABLE R905.1.1(1)\u2014UNDERLAYMENT TYPES <\/td>\n<\/tr>\n
476<\/td>\nTABLE R905.1.1(1)\u2014UNDERLAYMENT TYPES\u2014continued
TABLE R905.1.1(2)\u2014UNDERLAYMENT APPLICATION <\/td>\n<\/tr>\n
477<\/td>\nTABLE R905.1.1(2)\u2014UNDERLAYMENT APPLICATION\u2014continued <\/td>\n<\/tr>\n
478<\/td>\nTABLE R905.1.1(3)\u2014UNDERLAYMENT ATTACHMENT <\/td>\n<\/tr>\n
479<\/td>\nTABLE R905.2.4.1\u2014CLASSIFICATION OF ASPHALT ROOF SHINGLES <\/td>\n<\/tr>\n
480<\/td>\nTABLE R905.2.8.2\u2014VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
481<\/td>\nTABLE R905.3.8\u2014CLAY AND CONCRETE TILE ATTACHMENT
TABLE R905.4.4.1\u2014CLASSIFICATION OF STEEP SLOPE METAL ROOF SHINGLES TESTED IN ACCORDANCE WITH ASTM D3161 <\/td>\n<\/tr>\n
482<\/td>\nTABLE R905.6.5\u2014CLASSIFICATION OF SLATE SHINGLES TESTED IN ACCORDANCE WITH ASTM D3161
TABLE R905.6.6\u2014SLATE SHINGLE HEADLAP <\/td>\n<\/tr>\n
483<\/td>\nTABLE R905.6.6\u2014SLATE SHINGLE HEADLAP\u2014continued
TABLE R905.7.4\u2014WOOD SHINGLE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
484<\/td>\nTABLE R905.7.6(1)\u2014WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
TABLE R905.7.6(2)\u2014NAIL REQUIREMENTS FOR WOOD SHAKES AND WOOD SHINGLES <\/td>\n<\/tr>\n
485<\/td>\nTABLE R905.8.5\u2014WOOD SHAKE MATERIAL REQUIREMENTS
TABLE R905.8.7\u2014WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
486<\/td>\nTABLE R905.9.2\u2014BUILT-UP ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
487<\/td>\nTABLE R905.10.3(1)\u2014METAL ROOF COVERING STANDARDS
TABLE R905.10.3(2)\u2014MINIMUM CORROSION RESISTANCE <\/td>\n<\/tr>\n
488<\/td>\nTABLE R905.11.2\u2014MODIFIED BITUMEN ROOFING MATERIAL STANDARDS
TABLE R905.12\u2014SINGLE-PLY ROOFING MATERIAL STANDARDS
TABLE R905.13.3\u2014PROTECTIVE COATING MATERIAL STANDARDS <\/td>\n<\/tr>\n
489<\/td>\nTABLE R905.15.6\u2014CLASSIFICATION OF BIPV SHINGLES <\/td>\n<\/tr>\n
490<\/td>\nSECTION R906\u2014ROOF INSULATION
TABLE R906.2\u2014MATERIAL STANDARDS FOR ROOF INSULATION
SECTION R907\u2014ROOFTOP-MOUNTED PHOTOVOLTAIC PANEL SYSTEMS
SECTION R908\u2014REROOFING <\/td>\n<\/tr>\n
491<\/td>\nSECTION R909\u2014ROOF COATINGS
TABLE R909.2\u2014ROOF COATING MATERIAL STANDARDS <\/td>\n<\/tr>\n
492<\/td>\nCHAPTER 10 CHIMNEYS AND FIREPLACES
SECTION R1001\u2014MASONRY FIREPLACES
TABLE R1001.1\u2014SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS <\/td>\n<\/tr>\n
493<\/td>\nTABLE R1001.1\u2014SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS\u2014continued
FIGURE R1001.1\u2014FIREPLACE AND CHIMNEY DETAILS <\/td>\n<\/tr>\n
495<\/td>\nFIGURE R1001.11\u2014CLEARANCE FROM COMBUSTIBLES <\/td>\n<\/tr>\n
496<\/td>\nSECTION R1002\u2014MASONRY HEATERS
SECTION R1003\u2014MASONRY CHIMNEYS <\/td>\n<\/tr>\n
498<\/td>\nTABLE R1003.14(1)\u2014NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa
TABLE R1003.14(2)\u2014NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES <\/td>\n<\/tr>\n
499<\/td>\nTABLE R1003.14(2)\u2014NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES\u2014continued
FIGURE R1003.15.2\u2014FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
500<\/td>\nFIGURE R1003.18\u2014CLEARANCE FROM COMBUSTIBLES
TABLE R1003.20\u2014CRICKET DIMENSIONS <\/td>\n<\/tr>\n
501<\/td>\nFIGURE R1003.20\u2014CHIMNEY CRICKET
SECTION R1004\u2014FACTORY-BUILT FIREPLACES
SECTION R1005\u2014FACTORY-BUILT CHIMNEYS <\/td>\n<\/tr>\n
502<\/td>\nSECTION R1006\u2014EXTERIOR AIR SUPPLY <\/td>\n<\/tr>\n
503<\/td>\nPART IV-ENERGY CONSERVATION
CHAPTER 11 [RE] ENERGY EFFICIENCY
SECTION N1101 (R101)\u2014GENERAL <\/td>\n<\/tr>\n
508<\/td>\nFIGURE N1101.7 (R301.1)\u2014CLIMATE ZONES <\/td>\n<\/tr>\n
509<\/td>\nTABLE N1101.7 (R301.1)\u2014CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa <\/td>\n<\/tr>\n
510<\/td>\nTABLE N1101.7 (R301.1)\u2014CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa\u2014continued <\/td>\n<\/tr>\n
511<\/td>\nTABLE N1101.7 (R301.1)\u2014CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa\u2014continued <\/td>\n<\/tr>\n
512<\/td>\nTABLE N1101.7 (R301.1)\u2014CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa\u2014continued <\/td>\n<\/tr>\n
513<\/td>\nTABLE N1101.7 (R301.1)\u2014CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa\u2014continued <\/td>\n<\/tr>\n
514<\/td>\nTABLE N1101.7 (R301.1)\u2014CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa\u2014continued <\/td>\n<\/tr>\n
515<\/td>\nTABLE N1101.7 (R301.1)\u2014CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa\u2014continued <\/td>\n<\/tr>\n
516<\/td>\nTABLE N1101.7 (R301.1)\u2014CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa\u2014continued <\/td>\n<\/tr>\n
517<\/td>\nTABLE N1101.7 (R301.1)\u2014CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa\u2014continued <\/td>\n<\/tr>\n
518<\/td>\nTABLE N1101.7 (R301.1)\u2014CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa\u2014continued <\/td>\n<\/tr>\n
519<\/td>\nTABLE N1101.7 (R301.1)\u2014CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa\u2014continued <\/td>\n<\/tr>\n
520<\/td>\nTABLE N1101.7 (R301.1)\u2014CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa\u2014continued <\/td>\n<\/tr>\n
521<\/td>\nTABLE N1101.7 (R301.1)\u2014CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa\u2014continued <\/td>\n<\/tr>\n
522<\/td>\nTABLE N1101.7 (R301.1)\u2014CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa\u2014continued <\/td>\n<\/tr>\n
523<\/td>\nTABLE N1101.7 (R301.1)\u2014CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa\u2014continued <\/td>\n<\/tr>\n
524<\/td>\nTABLE N1101.7 (R301.1)\u2014CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa\u2014continued <\/td>\n<\/tr>\n
525<\/td>\nTABLE N1101.7 (R301.1)\u2014CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa\u2014continued <\/td>\n<\/tr>\n
526<\/td>\nTABLE N1101.7 (R301.1)\u2014CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa\u2014continued <\/td>\n<\/tr>\n
527<\/td>\nTABLE N1101.7 (R301.1)\u2014CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa\u2014continued <\/td>\n<\/tr>\n
528<\/td>\nTABLE N1101.7 (R301.1)\u2014CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa\u2014continued <\/td>\n<\/tr>\n
529<\/td>\nTABLE N1101.7 (R301.1)\u2014CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa\u2014continued <\/td>\n<\/tr>\n
530<\/td>\nTABLE N1101.7 (R301.1)\u2014CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa\u2014continued <\/td>\n<\/tr>\n
531<\/td>\nTABLE N1101.7 (R301.1)\u2014CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa\u2014continued <\/td>\n<\/tr>\n
532<\/td>\nTABLE N1101.7 (R301.1)\u2014CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa\u2014continued <\/td>\n<\/tr>\n
533<\/td>\nTABLE N1101.7 (R301.1)\u2014CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa\u2014continued <\/td>\n<\/tr>\n
534<\/td>\nTABLE N1101.7 (R301.1)\u2014CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa\u2014continued <\/td>\n<\/tr>\n
535<\/td>\nTABLE N1101.7 (R301.1)\u2014CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa\u2014continued <\/td>\n<\/tr>\n
536<\/td>\nTABLE N1101.7 (R301.1)\u2014CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa\u2014continued <\/td>\n<\/tr>\n
537<\/td>\nTABLE N1101.7 (R301.1)\u2014CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa\u2014continued <\/td>\n<\/tr>\n
538<\/td>\nTABLE N1101.7 (R301.1)\u2014CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa\u2014continued <\/td>\n<\/tr>\n
539<\/td>\nTABLE N1101.7 (R301.1)\u2014CLIMATE ZONES MOISTURE REGIMES AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa\u2014continued <\/td>\n<\/tr>\n
540<\/td>\nEQUATION 11-2
EQUATION 11-3
EQUATION 11-4 <\/td>\n<\/tr>\n
541<\/td>\nTABLE N1101.7.2 (R301.3)\u2014THERMAL CLIMATE ZONE DEFINITIONS <\/td>\n<\/tr>\n
542<\/td>\nTABLE N1101.10.3(1) [R303.1.3(1)]\u2014DEFAULT GLAZED WINDOW, GLASS DOOR AND SKYLIGHT U-FACTORS
TABLE N1101.10.3(2) [R303.1.3(2)\u2014DEFAULT OPAQUE DOOR U-FACTORS
TABLE N1101.10.3(3) [R303.1.3(3)]\u2014DEFAULT GLAZED FENESTRATION SHGC AND VT <\/td>\n<\/tr>\n
543<\/td>\nSECTION N1102 (R402)\u2014BUILDING THERMAL ENVELOPE <\/td>\n<\/tr>\n
544<\/td>\nTABLE N1102.1.2 (R402.1.2)\u2014MAXIMUM ASSEMBLY U-FACTORSa AND FENESTRATION REQUIREMENTS
TABLE N1102.1.3 (R402.1.3)\u2014INSULATION MINIMUM R-VALUES AND FENESTRATION REQUIREMENTS BY COMPONENTa <\/td>\n<\/tr>\n
545<\/td>\nTABLE N1102.1.3 (R402.1.3)\u2014INSULATION MINIMUM R-VALUES AND FENESTRATION REQUIREMENTS BY COMPONENTa\u2014continued
EQUATION 11-5 <\/td>\n<\/tr>\n
549<\/td>\nTABLE N1102.5.1.1 (R402.5.1.1)\u2014AIR BARRIER, AIR SEALING AND INSULATION INSTALLATIONa <\/td>\n<\/tr>\n
550<\/td>\nTABLE N1102.5.1.1 (R402.5.1.1)\u2014AIR BARRIER, AIR SEALING AND INSULATION INSTALLATIONa\u2014continued <\/td>\n<\/tr>\n
551<\/td>\nSECTION N1103 (R403)\u2014SYSTEMS <\/td>\n<\/tr>\n
553<\/td>\nTABLE N1103.3.8 (R403.3.8)\u2014MAXIMUM TOTAL DUCT SYSTEM LEAKAGE <\/td>\n<\/tr>\n
554<\/td>\nTABLE N1103.5.2 (R403.5.2)\u2014MINIMUM PIPE INSULATION THICKNESS <\/td>\n<\/tr>\n
555<\/td>\nTABLE N1103.6.2 (R403.6.2)\u2014FAN EFFICACY FOR WHOLE-HOUSEMECHANICAL VENTILATION SYSTEMS AND OUTDOOR AIR VENTILATION SYSTEMSa <\/td>\n<\/tr>\n
557<\/td>\nSECTION N1104 (R404)\u2014ELECTRICAL POWER, LIGHTING AND RENEWABLE ENERGY SYSTEMS
TABLE N1104.1 (R404.1)\u2014LIGHTING POWER ALLOWANCES FOR BUILDING EXTERIORS <\/td>\n<\/tr>\n
558<\/td>\nSECTION N1105 (R405)\u2014SIMULATED BUILDING PERFORMANCE <\/td>\n<\/tr>\n
559<\/td>\nTABLE N1105.2 (R405.2)\u2014REQUIREMENTS FOR SIMULATED BUILDING PERFORMANCE <\/td>\n<\/tr>\n
560<\/td>\nTABLE N1105.4.2(1) [R405.4.2(1)]\u2014SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DE <\/td>\n<\/tr>\n
561<\/td>\nTABLE N1105.4.2(1) [R405.4.2(1)]\u2014SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS\u2014continued <\/td>\n<\/tr>\n
562<\/td>\nTABLE N1105.4.2(1) [R405.4.2(1)]\u2014SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS\u2014continued <\/td>\n<\/tr>\n
563<\/td>\nTABLE N1105.4.2(1) [R405.4.2(1)]\u2014SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS\u2014continued <\/td>\n<\/tr>\n
564<\/td>\nTABLE N1105.4.2(1) [R405.4.2(1)]\u2014SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS\u2014continued
TABLE N1105.4.2(2) [R405.4.2(2)]\u2014DEFAULT DISTRIBUTION SYSTEM EFFICIENCIES FOR PROPOSED DESIGNSa <\/td>\n<\/tr>\n
565<\/td>\nSECTION N1106 (R406)\u2014ENERGY RATING INDEX COMPLIANCE ALTERNATIVE
TABLE N1106.2 (R406.2)\u2014REQUIREMENTS FOR ENERGY RATING INDEX <\/td>\n<\/tr>\n
566<\/td>\nTABLE N1106.2 (R406.2)\u2014REQUIREMENTS FOR ENERGY RATING INDEX\u2014continued <\/td>\n<\/tr>\n
567<\/td>\nTABLE N1106.5 (R406.5)\u2014MAXIMUM ENERGY RATING INDEX <\/td>\n<\/tr>\n
568<\/td>\nSECTION N1107 (R407)\u2014TROPICAL CLIMATE REGION COMPLIANCE
TABLE N1107.2 (R407.2)\u2014MINIMUM LOW SLOPE ROOF REFLECTANCE AND EMITTANCE OPTIONSa <\/td>\n<\/tr>\n
569<\/td>\nSECTION N1108 (R408)\u2014ADDITIONAL EFFICIENCY REQUIREMENTS
TABLE N1108.2 (R408.2)\u2014ADDITIONAL EFFICIENCY REQUIREMENTS <\/td>\n<\/tr>\n
570<\/td>\nTABLE N1108.2 (R408.2)\u2014ADDITIONAL EFFICIENCY REQUIREMENTS\u2014continued <\/td>\n<\/tr>\n
571<\/td>\nTABLE N1108.2 (R408.2)\u2014ADDITIONAL EFFICIENCY REQUIREMENTS\u2014continued
TABLE N1108.2.1.2 (R408.2.1.2)\u2014IMPROVED FENESTRATION <\/td>\n<\/tr>\n
573<\/td>\nTABLE N1108.2.3 (R408.2.3)\u2014SERVICE WATER HEATER EFFICIENCIES
TABLE N1108.2.3.1 (R408.2.3.1)\u2014INTERNAL VOLUME OF VARIOUS WATER DISTRIBUTION TUBING <\/td>\n<\/tr>\n
574<\/td>\nTABLE N1108.2.6 (R408.2.6)\u2014MINIMUM EFFICIENCY REQUIREMENTS: APPLIANCES <\/td>\n<\/tr>\n
575<\/td>\nSECTION N1109 (R501)\u2014EXISTING BUILDINGS\u2014GENERAL <\/td>\n<\/tr>\n
576<\/td>\nSECTION N1110 (R502)\u2014ADDITIONS <\/td>\n<\/tr>\n
577<\/td>\nSECTION N1111 (R503)\u2014ALTERATIONS <\/td>\n<\/tr>\n
578<\/td>\nSECTION N1112 (R504)\u2014REPAIRS <\/td>\n<\/tr>\n
579<\/td>\nSECTION N1113 (R505)\u2014CHANGE OF OCCUPANCY OR USE <\/td>\n<\/tr>\n
580<\/td>\nPART V-MECHANICAL
CHAPTER 12 MECHANICAL ADMINISTRATION
SECTION M1201\u2014GENERAL
SECTION M1202\u2014EXISTING MECHANICAL SYSTEMS <\/td>\n<\/tr>\n
581<\/td>\nCHAPTER 13 GENERAL MECHANICAL SYSTEM REQUIREMENTS
SECTION M1301\u2014GENERAL
SECTION M1302\u2014APPROVAL
SECTION M1303\u2014LABELING OF APPLIANCES
SECTION M1304\u2014TYPE OF FUEL
SECTION M1305\u2014APPLIANCE ACCESS <\/td>\n<\/tr>\n
582<\/td>\nSECTION M1306\u2014CLEARANCES FROM COMBUSTIBLE CONSTRUCTION <\/td>\n<\/tr>\n
583<\/td>\nFIGURE M1306.1\u2014REDUCED CLEARANCE DIAGRAM
TABLE M1306.2\u2014REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTIONa, c, d, e, f, g, h, i, j, k, l <\/td>\n<\/tr>\n
584<\/td>\nTABLE M1306.2\u2014REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTIONa, c, d, e, f, g, h, i, j, k, l\u2014continued <\/td>\n<\/tr>\n
585<\/td>\nFIGURE M1306.2\u2014WALL PROTECTOR CLEARANCE REDUCTION SYSTEMFor
SECTION M1307\u2014APPLIANCE INSTALLATION <\/td>\n<\/tr>\n
586<\/td>\nSECTION M1308\u2014MECHANICAL SYSTEMS INSTALLATION <\/td>\n<\/tr>\n
587<\/td>\nCHAPTER 14 HEATING AND COOLING EQUIPMENT AND APPLIANCES
SECTION M1401\u2014GENERAL
SECTION M1402\u2014CENTRAL FURNACES
SECTION M1403\u2014HEAT PUMP EQUIPMENT <\/td>\n<\/tr>\n
588<\/td>\nSECTION M1404\u2014REFRIGERATION COOLING EQUIPMENT
SECTION M1405\u2014BASEBOARD CONVECTORS
SECTION M1406\u2014RADIANT HEATING SYSTEMS
SECTION M1407\u2014DUCT HEATERS
SECTION M1408\u2014VENTED FLOOR FURNACES <\/td>\n<\/tr>\n
589<\/td>\nSECTION M1409\u2014VENTED WALL FURNACES
SECTION M1410\u2014VENTED ROOM HEATERS <\/td>\n<\/tr>\n
590<\/td>\nSECTION M1411\u2014HEATING AND COOLING EQUIPMENT <\/td>\n<\/tr>\n
591<\/td>\nSECTION M1412\u2014ABSORPTION COOLING EQUIPMENT
SECTION M1413\u2014EVAPORATIVE COOLING EQUIPMENT <\/td>\n<\/tr>\n
592<\/td>\nSECTION M1414\u2014FIREPLACE STOVES
SECTION M1415\u2014MASONRY HEATERS <\/td>\n<\/tr>\n
593<\/td>\nCHAPTER 15 EXHAUST SYSTEMS
SECTION M1501\u2014GENERAL
SECTION M1502\u2014CLOTHES DRYER EXHAUST
TABLE M1502.4.6.1\u2014DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH <\/td>\n<\/tr>\n
594<\/td>\nTABLE M1502.4.6.1\u2014DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH\u2014continued
SECTION M1503\u2014DOMESTIC COOKING EXHAUST EQUIPMENT <\/td>\n<\/tr>\n
595<\/td>\nSECTION M1504\u2014EXHAUST DUCTS AND EXHAUST OPENINGS
TABLE M1504.2\u2014DUCT LENGTH <\/td>\n<\/tr>\n
596<\/td>\nTABLE M1504.2\u2014DUCT LENGTH\u2014continued
SECTION M1505\u2014MECHANICAL VENTILATION <\/td>\n<\/tr>\n
597<\/td>\nTABLE M1505.4.3(1)\u2014CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS
TABLE M1505.4.3(2)\u2014INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORSa, b
TABLE M1505.5\u2014MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS <\/td>\n<\/tr>\n
598<\/td>\nCHAPTER 16 DUCT SYSTEMS
SECTION M1601\u2014DUCT CONSTRUCTION
TABLE M1601.1.1\u2014DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITSa <\/td>\n<\/tr>\n
599<\/td>\nTABLE M1601.1.1\u2014DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITSa\u2014continued <\/td>\n<\/tr>\n
601<\/td>\nSECTION M1602\u2014RETURN AIR <\/td>\n<\/tr>\n
602<\/td>\nCHAPTER 17 COMBUSTION AIR
SECTION M1701\u2014GENERAL <\/td>\n<\/tr>\n
603<\/td>\nCHAPTER 18 CHIMNEYS AND VENTS
SECTION M1801\u2014GENERAL <\/td>\n<\/tr>\n
604<\/td>\nSECTION M1802\u2014VENT COMPONENTS
SECTION M1803\u2014CHIMNEY AND VENT CONNECTORS
TABLE M1803.2\u2014THICKNESS FOR SINGLE-WALL METAL PIPE CONNECTORS <\/td>\n<\/tr>\n
605<\/td>\nTABLE M1803.3.4\u2014CHIMNEY AND VENT CONNECTOR CLEARANCES TO COMBUSTIBLE MATERIALSa
SECTION M1804\u2014VENTS
TABLE M1804.1\u2014VENT SELECTION CHART <\/td>\n<\/tr>\n
606<\/td>\nSECTION M1805\u2014MASONRY AND FACTORY-BUILT CHIMNEYS <\/td>\n<\/tr>\n
607<\/td>\nCHAPTER 19 SPECIAL APPLIANCES, EQUIPMENT AND SYSTEMS
SECTION M1901\u2014RANGES AND OVENS
SECTION M1902\u2014SAUNA HEATERS
SECTION M1903\u2014STATIONARY FUEL CELL POWER PLANTS
SECTION M1904\u2014GASEOUS HYDROGEN SYSTEMS <\/td>\n<\/tr>\n
608<\/td>\nCHAPTER 20 BOILERS AND WATER HEATERS
SECTION M2001\u2014BOILERS
SECTION M2002\u2014OPERATING AND SAFETY CONTROLS <\/td>\n<\/tr>\n
609<\/td>\nSECTION M2003\u2014EXPANSION TANKS
TABLE M2003.2\u2014EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS
SECTION M2004\u2014WATER HEATERS USED FOR SPACE HEATING
SECTION M2005\u2014WATER HEATERS <\/td>\n<\/tr>\n
610<\/td>\nSECTION M2006\u2014POOL HEATERS <\/td>\n<\/tr>\n
611<\/td>\nCHAPTER 21 HYDRONIC PIPING
SECTION M2101\u2014HYDRONIC PIPING SYSTEMS INSTALLATION
TABLE M2101.1\u2014HYDRONIC PIPING AND FITTING MATERIALS <\/td>\n<\/tr>\n
612<\/td>\nTABLE M2101.1\u2014HYDRONIC PIPING AND FITTING MATERIALS\u2014continued
TABLE M2101.9\u2014HANGER SPACING INTERVALS <\/td>\n<\/tr>\n
613<\/td>\nTABLE M2101.9\u2014HANGER SPACING INTERVALS\u2014continued <\/td>\n<\/tr>\n
615<\/td>\nSECTION M2102\u2014BASEBOARD CONVECTORS
SECTION M2103\u2014FLOOR HEATING SYSTEMS
SECTION M2104\u2014LOW TEMPERATURE PIPING <\/td>\n<\/tr>\n
616<\/td>\nSECTION M2105-GROUND SOURCE HEAT-PUMP SYSTEM LOOP PIPING
TABLE M2105.4\u2014GROUND-SOURCE LOOP PIPE
TABLE M2105.5\u2014GROUND-SOURCE LOOP PIPE FITTINGS <\/td>\n<\/tr>\n
619<\/td>\nCHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS
SECTION M2201\u2014OIL TANKS
SECTION M2202\u2014OIL PIPING, FITTING AND CONNECTIONS
SECTION M2203\u2014INSTALLATION <\/td>\n<\/tr>\n
620<\/td>\nSECTION M2204\u2014OIL PUMPS AND VALVES <\/td>\n<\/tr>\n
621<\/td>\nCHAPTER 23 SOLAR THERMAL ENERGY SYSTEMS
SECTION M2301\u2014SOLAR THERMAL ENERGY SYSTEMS <\/td>\n<\/tr>\n
623<\/td>\nPART VI-FUEL GAS
CHAPTER 24 FUEL GAS
SECTION G2401 (101)\u2014GENERAL
SECTION G2402 (201)\u2014GENERAL
SECTION G2403 (202)\u2014GENERAL DEFINITIONS <\/td>\n<\/tr>\n
630<\/td>\nSECTION G2404 (301)\u2014GENERAL
SECTION G2405 (302)\u2014STRUCTURAL SAFETY <\/td>\n<\/tr>\n
631<\/td>\nSECTION G2406 (303)\u2014APPLIANCE LOCATION
SECTION G2407 (304)\u2014COMBUSTION, VENTILATION AND DILUTION AIR <\/td>\n<\/tr>\n
632<\/td>\nEQUATION 24-1
EQUATION 24-2
FIGURE G2407.5.3 (304.5.3)\u2014ALL AIR FROM INSIDE THE BUILDING (see Section G2407.5.3) <\/td>\n<\/tr>\n
633<\/td>\nFIGURE G2407.6.1(1) [304.6.1(1)]\u2014ALL AIR FROM OUTDOORS\u2014INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC (see Section G2407.6.1)
FIGURE G2407.6.1(2) [304.6.1(2)]\u2014ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC (see Section G2407.6.1) <\/td>\n<\/tr>\n
634<\/td>\nFIGURE G2407.6.1(3) [304.6.1(3)]\u2014ALL AIR FROM OUTDOORS (see Section G2407.6.1)
FIGURE G2407.6.2 (304.6.2)\u2014SINGLE COMBUSTION AIR OPENING, ALL AIR FROM OUTDOORS (see Section G2407.6.2) <\/td>\n<\/tr>\n
635<\/td>\nSECTION G2408(305)\u2014INSTALLATION <\/td>\n<\/tr>\n
636<\/td>\nSECTION G2409 (308)\u2014CLEARANCE REDUCTION
FIGURE G2409.2(1) [308.2(1)]\u2014EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS <\/td>\n<\/tr>\n
637<\/td>\nFIGURE G2409.2(2) [308.2(2)]\u2014WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
FIGURE G2409.2(3) [308.2(3)]\u2014MASONRY CLEARANCE REDUCTION SYSTEM <\/td>\n<\/tr>\n
638<\/td>\nTABLE G2409.2 (308.2)\u2014REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION a through k <\/td>\n<\/tr>\n
639<\/td>\nSECTION G2410 (309)\u2014ELECTRICAL
SECTION G2411 (310)\u2014ELECTRICAL BONDING
SECTION G2412 (401)\u2014GENERAL <\/td>\n<\/tr>\n
640<\/td>\nSECTION G2413 (402)\u2014PIPE SIZING
EQUATION 24-3
EQUATION 24-4 <\/td>\n<\/tr>\n
641<\/td>\nTABLE G2413.4 (402.4)\u2014Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS
TABLE G2413.4(1) [402.4(2)]\u2014SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
642<\/td>\nTABLE G2413.4(1) [402.4(2)]\u2014SCHEDULE 40 METALLIC PIPE\u2014continued <\/td>\n<\/tr>\n
643<\/td>\nTABLE G2413.4(2) [402.4(5)]\u2014SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
644<\/td>\nTABLE G2413.4(2) [402.4(5)]\u2014SCHEDULE 40 METALLIC PIPE\u2014continued
TABLE G2413.4(3) [402.4(9)]\u2014SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
645<\/td>\nTABLE G2413.4(3) [402.4(9)]\u2014SEMIRIGID COPPER TUBING\u2014continued <\/td>\n<\/tr>\n
646<\/td>\nTABLE G2413.4(4) [402.4(12)]\u2014SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
647<\/td>\nTABLE G2413.4(4) [402.4(12)]\u2014SEMIRIGID COPPER TUBING\u2014continued
TABLE G2413.4(5) [402.4(15)]\u2014CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
648<\/td>\nTABLE G2413.4(5) [402.4(15)]\u2014CORRUGATED STAINLESS STEEL TUBING (CSST)\u2014continued
TABLE G2413.4(6) [402.4(18)]\u2014CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
649<\/td>\nTABLE G2413.4(7) [402.4(21)]\u2014POLYETHYLENE PLASTIC PIPE
TABLE G2413.4(8) [402.4(22)]\u2014POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
650<\/td>\nTABLE G2413.4(8) [402.4(22)]\u2014POLYETHYLENE PLASTIC PIPE\u2014continued <\/td>\n<\/tr>\n
651<\/td>\nTABLE G2413.4(9) [402.4(25)]\u2014SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
652<\/td>\nTABLE G2413.4(9) [402.4(25)]\u2014SCHEDULE 40 METALLIC PIPE\u2014continued
TABLE G2413.4(10) [402.4(26)]\u2014SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
653<\/td>\nTABLE G2413.4(10) [402.4(26)]\u2014SCHEDULE 40 METALLIC PIPE\u2014continued <\/td>\n<\/tr>\n
654<\/td>\nTABLE G2413.4(11) [402.4(27)]\u2014SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
655<\/td>\nTABLE G2413.4(11) [402.4(27)]\u2014SCHEDULE 40 METALLIC PIPE\u2014continued
TABLE G2413.4(12) [402.4(28)]\u2014SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
656<\/td>\nTABLE G2413.4(12) [402.4(28)]\u2014SCHEDULE 40 METALLIC PIPE\u2014continued <\/td>\n<\/tr>\n
657<\/td>\nTABLE G2413.4(13) [402.4(29)]\u2014SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
658<\/td>\nTABLE G2413.4(13) [402.4(29)]\u2014SEMIRIGID COPPER TUBING\u2014continued
TABLE G2413.4(14) [402.4(30)]\u2014SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
659<\/td>\nTABLE G2413.4(14) [402.4(30)]\u2014SEMIRIGID COPPER TUBING\u2014continued <\/td>\n<\/tr>\n
660<\/td>\nTABLE G2413.4(15) [402.4(31)]\u2014SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
661<\/td>\nTABLE G2413.4(15) [402.4(31)]\u2014SEMIRIGID COPPER TUBING\u2014continued
TABLE G2413.4(16) [402.4(32)]\u2014CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
662<\/td>\nTABLE G2413.4(16) [402.4(32)]\u2014CORRUGATED STAINLESS STEEL TUBING (CSST)\u2014continued
TABLE G2413.4(17) [402.4(33)]\u2014CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
663<\/td>\nTABLE G2413.4(17) [402.4(33)]\u2014CORRUGATED STAINLESS STEEL TUBING (CSST)\u2014continued
TABLE G2413.4(18) [402.4(34)]\u2014CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
664<\/td>\nTABLE G2413.4(19) [402.4(35)]\u2014POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
665<\/td>\nTABLE G2413.4(20) [402.4(36)]\u2014POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
666<\/td>\nTABLE G2413.4(20) [402.4(36)]\u2014POLYETHYLENE PLASTIC PIPE\u2014continued
TABLE G2413.4(21) [402.4(37)]\u2014POLYETHYLENE PLASTIC TUBING <\/td>\n<\/tr>\n
667<\/td>\nTABLE G2413.4(21) [402.4(37)]\u2014POLYETHYLENE PLASTIC TUBING\u2014continued <\/td>\n<\/tr>\n
668<\/td>\nSECTION G2414 (403)\u2014PIPING MATERIALS <\/td>\n<\/tr>\n
669<\/td>\nTABLE G2414.8.2 (403.8.2)\u2014SPECIFICATIONS FOR THREADING METALLIC PIPE <\/td>\n<\/tr>\n
670<\/td>\nSECTION G2415 (404)\u2014PIPING SYSTEM INSTALLATION <\/td>\n<\/tr>\n
672<\/td>\nSECTION G2416 (405)\u2014PIPING BENDS AND CHANGES IN DIRECTION
SECTION G2417 (406)\u2014INSPECTION, TESTING AND PURGING <\/td>\n<\/tr>\n
674<\/td>\nTABLE G2417.7.1.1 (406.7.1.1)\u2014SIZE AND LENGTH OF PIPING <\/td>\n<\/tr>\n
675<\/td>\nSECTION G2418 (407)\u2014PIPING SUPPORT
SECTION G2419 (408)\u2014DRIPS AND SLOPED PIPING
FIGURE G2419.4 (408.4)\u2014METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP
SECTION G2420 (409)\u2014SHUTOFF VALVES <\/td>\n<\/tr>\n
676<\/td>\nTABLE G2420.1.1 (409.1.1)\u2014MANUAL GAS VALVE STANDARDS
SECTION G2421 (410)\u2014FLOW CONTROLS <\/td>\n<\/tr>\n
677<\/td>\nSECTION G2422 (411)\u2014APPLIANCE CONNECTIONS <\/td>\n<\/tr>\n
678<\/td>\nSECTION G2423 (413) \u2014COMPRESSED NATURAL GAS MOTOR VEHICLE FUEL-DISPENSING FACILITIES
SECTION G2424 (415)\u2014PIPING SUPPORT INTERVALS
TABLE G2424.1 (415.1)\u2014SUPPORT OF PIPING
SECTION G2425 (501)\u2014GENERAL <\/td>\n<\/tr>\n
680<\/td>\nSECTION G2426 (502)\u2014VENTS
SECTION G2427 (503)\u2014VENTING OF APPLIANCES <\/td>\n<\/tr>\n
681<\/td>\nTABLE G2427.4 (503.4)\u2014TYPE OF VENTING SYSTEM TO BE USED <\/td>\n<\/tr>\n
683<\/td>\nFIGURE G2427.6.4 (503.6.5)\u2014TERMINATION LOCATIONS FOR GAS VENTS WITH LISTED CAPS 12 INCHES OR LESS IN SIZE NOT LESS THAN 8 FEET FROM A VERTICAL WALL <\/td>\n<\/tr>\n
686<\/td>\nFIGURE G2427.8 (503.8)\u2014THROUGH-THE-WALL VENT TERMINAL CLEARANCE
TABLE G2427.8 (503.8)\u2014THROUGH-THE-WALL VENT TERMINAL CLEARANCE <\/td>\n<\/tr>\n
687<\/td>\nTABLE G2427.8 (503.8)\u2014THROUGH-THE-WALL VENT TERMINAL CLEARANCE\u2014continued
TABLE G2427.10.2.4 (503.10.2.4)\u2014MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEATAPPLIANCES <\/td>\n<\/tr>\n
688<\/td>\nTABLE G2427.10.5 (503.10.5)\u2014CLEARANCES FOR CONNECTORSa <\/td>\n<\/tr>\n
690<\/td>\nSECTION G2428 (504)\u2014SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS <\/td>\n<\/tr>\n
691<\/td>\nTABLE G2428.2(1) [504.2(1)]\u2014TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
692<\/td>\nTABLE G2428.2(1) [504.2(1)]\u2014TYPE B DOUBLE-WALL GAS VENT\u2014continued <\/td>\n<\/tr>\n
693<\/td>\nTABLE G2428.2(2) [504.2(2)]\u2014TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
694<\/td>\nTABLE G2428.2(2) [504.2(2)]\u2014TYPE B DOUBLE-WALL GAS VENT\u2014continued <\/td>\n<\/tr>\n
697<\/td>\nTABLE G2428.3(1) [504.3(1)]\u2014TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n
698<\/td>\nTABLE G2428.3(1) [504.3(1)]\u2014TYPE B DOUBLE-WALL VENT\u2014continued
TABLE G2428.3(2) [504.3(2)]\u2014TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n
699<\/td>\nTABLE G2428.3(2) [504.3(2)]\u2014TYPE B DOUBLE-WALL VENT\u2014continued <\/td>\n<\/tr>\n
700<\/td>\nTABLE G2428.3(2) [504.3(2)]\u2014TYPE B DOUBLE-WALL VENT\u2014continued
TABLE G2428.3(3) [504.3(3)]\u2014MASONRY CHIMNEY <\/td>\n<\/tr>\n
701<\/td>\nTABLE G2428.3(3) [504.3(3)]\u2014MASONRY CHIMNEY\u2014continued <\/td>\n<\/tr>\n
702<\/td>\nTABLE G2428.3(4) [504.3(4)]\u2014MASONRY CHIMNEY <\/td>\n<\/tr>\n
703<\/td>\nTABLE G2428.3(4) [504.3(4)]\u2014MASONRY CHIMNEY\u2014continued <\/td>\n<\/tr>\n
704<\/td>\nTABLE G2428.3.2 (504.3.2)\u2014MAXIMUM VENT CONNECTOR LENGTH <\/td>\n<\/tr>\n
706<\/td>\nSECTION G2429 (505)\u2014DIRECT-VENT, INTEGRAL VENT, MECHANICAL VENT AND VENTILATION\/EXHAUST HOOD VENTING
SECTION G2430 (506)\u2014FACTORY-BUILT CHIMNEYS
SECTION G2431 (601)\u2014GENERAL
SECTION G2432 (602)\u2014DECORATIVE APPLIANCES FOR INSTALLATION IN FIREPLACES
SECTION G2433 (603)\u2014LOG LIGHTERS
SECTION G2434 (604)\u2014VENTED GAS FIREPLACES (DECORATIVE APPLIANCES)
SECTION G2435 (605)\u2014VENTED GAS FIREPLACE HEATERS
SECTION G2436 (608)\u2014VENTED WALL FURNACES <\/td>\n<\/tr>\n
707<\/td>\nSECTION G2437 (609)\u2014FLOOR FURNACES
SECTION G2438 (613)\u2014CLOTHES DRYERS
SECTION G2439 (614)\u2014CLOTHES DRYER EXHAUST <\/td>\n<\/tr>\n
708<\/td>\nTABLE G2439.7.4.1 (TABLE 614.9.4.1)\u2014DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH <\/td>\n<\/tr>\n
709<\/td>\nSECTION G2440 (615)\u2014SAUNA HEATERS
SECTION G2441 (617)\u2014POOL AND SPA HEATERS
SECTION G2442 (618)\u2014FORCED-AIR WARM-AIR FURNACES <\/td>\n<\/tr>\n
710<\/td>\nSECTION G2443 (619)\u2014CONVERSION BURNERS
SECTION G2444 (620)\u2014UNIT HEATERS
SECTION G2445 (621)\u2014UNVENTED ROOM HEATERS <\/td>\n<\/tr>\n
711<\/td>\nSECTION G2446 (622)\u2014VENTED ROOM HEATERS
SECTION G2447 (623)\u2014COOKING APPLIANCES
SECTION G2448 (624)\u2014WATER HEATERS
SECTION G2449 (627)\u2014AIR-CONDITIONING APPLIANCES <\/td>\n<\/tr>\n
712<\/td>\nSECTION G2450 (628)\u2014ILLUMINATING APPLIANCES
SECTION G2451 (630)\u2014INFRARED RADIANT HEATERS
SECTION G2452 (631)\u2014BOILERS <\/td>\n<\/tr>\n
713<\/td>\nPART VII-PLUMBING
CHAPTER 25 PLUMBING ADMINISTRATION
SECTION P2501\u2014GENERAL
SECTION P2502\u2014EXISTING PLUMBING SYSTEMS
SECTION P2503\u2014INSPECTION AND TESTS <\/td>\n<\/tr>\n
715<\/td>\nCHAPTER 26 GENERAL PLUMBING REQUIREMENTS
SECTION P2601\u2014GENERAL
SECTION P2602\u2014INDIVIDUAL WATER SUPPLY AND SEWAGE DISPOSAL
SECTION P2603\u2014STRUCTURAL AND PIPING PROTECTION <\/td>\n<\/tr>\n
716<\/td>\nSECTION P2604\u2014TRENCHING AND BACKFILLING
SECTION P2605\u2014SUPPORT
TABLE P2605.1\u2014PIPING SUPPORT <\/td>\n<\/tr>\n
717<\/td>\nTABLE P2605.1\u2014PIPING SUPPORT\u2014continued
SECTION P2606\u2014PENETRATIONS
SECTION P2607\u2014WATERPROOFING OF OPENINGS
SECTION P2608\u2014WORKMANSHIP
SECTION P2609\u2014MATERIALS EVALUATION AND LISTING <\/td>\n<\/tr>\n
719<\/td>\nCHAPTER 27 PLUMBING FIXTURES
SECTION P2701\u2014FIXTURES, FAUCETS AND FIXTURE FITTINGS
TABLE P2701.1\u2014PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS <\/td>\n<\/tr>\n
720<\/td>\nTABLE P2701.1\u2014PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS\u2014continued
SECTION P2702\u2014FIXTURE ACCESSORIES
SECTION P2703\u2014TAIL PIECES
SECTION P2704\u2014SLIP-JOINT CONNECTIONS
SECTION P2705\u2014INSTALLATION
SECTION P2706\u2014WASTE RECEPTORS <\/td>\n<\/tr>\n
721<\/td>\nSECTION P2707\u2014DIRECTIONAL FITTINGS
SECTION P2708\u2014SHOWERS
SECTION P2709\u2014SHOWER RECEPTORS <\/td>\n<\/tr>\n
722<\/td>\nSECTION P2710\u2014SHOWER WALLS
SECTION P2711\u2014LAVATORIES
SECTION P2712\u2014WATER CLOSETS <\/td>\n<\/tr>\n
723<\/td>\nSECTION P2713\u2014BATHTUBS
SECTION P2714\u2014SINKS
SECTION P2715\u2014LAUNDRY TUBS
SECTION P2716\u2014FOOD-WASTE DISPOSER
SECTION P2717\u2014DISHWASHING MACHINES
SECTION P2718\u2014CLOTHES WASHING MACHINE <\/td>\n<\/tr>\n
724<\/td>\nSECTION P2719\u2014FLOOR DRAINS
SECTION P2720\u2014WHIRLPOOL BATHTUBS
SECTION P2721\u2014BIDET INSTALLATIONS
SECTION P2722\u2014FIXTURE FITTING
SECTION P2723\u2014MACERATING TOILET SYSTEMS
SECTION P2724\u2014SPECIALTY TEMPERATURE CONTROL DEVICES AND VALVES
SECTION P2725\u2014NONLIQUID SATURATED TREATMENT SYSTEMS <\/td>\n<\/tr>\n
725<\/td>\nCHAPTER 28 WATER HEATERS
SECTION P2801\u2014GENERAL
SECTION P2802\u2014SOLAR WATER HEATING SYSTEMS <\/td>\n<\/tr>\n
726<\/td>\nSECTION P2803\u2014WATER HEATERS USED FOR SPACE HEATING
SECTION P2804\u2014RELIEF VALVES <\/td>\n<\/tr>\n
727<\/td>\nCHAPTER 29 WATER SUPPLY AND DISTRIBUTION
SECTION P2901\u2014GENERAL
FIGURE P2901.2.1\u2014PICTOGRAPH\u2014DO NOT DRINK <\/td>\n<\/tr>\n
728<\/td>\nTABLE P2901.2.2.2\u2014SIZE OF PIPE IDENTIFICATION
SECTION P2902\u2014PROTECTION OF POTABLE WATER SUPPLY
TABLE P2902.3\u2014APPLICATION FOR BACKFLOW PREVENTERS <\/td>\n<\/tr>\n
729<\/td>\nTABLE P2902.3\u2014APPLICATION FOR BACKFLOW PREVENTERS\u2014continued
TABLE P2902.3.1\u2014MINIMUM AIR GAPS <\/td>\n<\/tr>\n
731<\/td>\nSECTION P2903\u2014WATER SUPPLY SYSTEM
TABLE P2903.1\u2014REQUIRED CAPACITIES AT POINT OF OUTLET DISCHARGE <\/td>\n<\/tr>\n
732<\/td>\nTABLE P2903.2\u2014MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGSb
TABLE P2903.7\u2014WATER SUPPLY FIXTURE UNIT VALUES FOR VARIOUS PLUMBING FIXTURES AND FIXTURE GROUPS <\/td>\n<\/tr>\n
733<\/td>\nTABLE P2903.7\u2014WATER SUPPLY FIXTURE UNIT VALUES FOR VARIOUS PLUMBING FIXTURES AND FIXTURE GROUPS\u2014continued
TABLE P2903.7(1)\u2014CONVERSIONS FROM WATER SUPPLY FIXTURE UNIT TO GALLON PER MINUTE FLOW RATES <\/td>\n<\/tr>\n
734<\/td>\nTABLE P2903.9.1\u2014MANIFOLD SIZINGa
TABLE P2903.10.4\u2014VALVES <\/td>\n<\/tr>\n
735<\/td>\nFIGURE P2903.11\u2014TYPICAL FROSTPROOF HOSE BIBB INSTALLATION NOT REQUIRING SEPARATE VALVE
SECTION P2904\u2014DWELLING UNIT AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
736<\/td>\nTABLE P2904.2.2\u2014LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED <\/td>\n<\/tr>\n
737<\/td>\nFIGURE P2904.2.4.2\u2014MINIMUM ALLOWABLE DISTANCE BETWEEN SPRINKLER AND OBSTRUCTION <\/td>\n<\/tr>\n
739<\/td>\nTABLE P2904.6.2(1)\u2014WATER SERVICE PRESSURE LOSS (PLsvc) a, b <\/td>\n<\/tr>\n
740<\/td>\nTABLE P2904.6.2(2)\u2014MINIMUM WATER METER PRESSURE LOSS (PLm)a
TABLE P2904.6.2(3)\u2014ELEVATION LOSS (PLe)
TABLE P2904.6.2(4)\u2014ALLOWABLE PIPE LENGTH FOR 3\/4-INCH TYPE M COPPER WATER TUBING <\/td>\n<\/tr>\n
741<\/td>\nTABLE P2904.6.2(4)\u2014ALLOWABLE PIPE LENGTH FOR 3\/4-INCH TYPE M COPPER WATER TUBING\u2014continued
TABLE P2904.6.2(5)\u2014ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING <\/td>\n<\/tr>\n
742<\/td>\nTABLE P2904.6.2(5)\u2014ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING\u2014continued
TABLE P2904.6.2(6)\u2014ALLOWABLE PIPE LENGTH FOR 3\/4-INCH CPVC PIPE <\/td>\n<\/tr>\n
743<\/td>\nTABLE P2904.6.2(6)\u2014ALLOWABLE PIPE LENGTH FOR 3\/4-INCH CPVC PIPE\u2014continued
TABLE P2904.6.2(7)\u2014ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE <\/td>\n<\/tr>\n
744<\/td>\nTABLE P2904.6.2(7)\u2014ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE\u2014continued
TABLE P2904.6.2(8)\u2014ALLOWABLE PIPE LENGTH FOR 3\/4-INCH PEX AND PE-RT TUBING <\/td>\n<\/tr>\n
745<\/td>\nTABLE P2904.6.2(8)\u2014ALLOWABLE PIPE LENGTH FOR 3\/4-INCH PEX AND PE-RT TUBING\u2014continued
TABLE P2904.6.2(9)\u2014ALLOWABLE PIPE LENGTH FOR 1-INCH PEX AND PE-RT TUBING <\/td>\n<\/tr>\n
746<\/td>\nTABLE P2904.6.2(9)\u2014ALLOWABLE PIPE LENGTH FOR 1-INCH PEX AND PE-RT TUBING\u2014continued <\/td>\n<\/tr>\n
747<\/td>\nSECTION P2905\u2014HEATED WATER DISTRIBUTION SYSTEMS
SECTION P2906\u2014MATERIALS, JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
748<\/td>\nTABLE P2906.4\u2014WATER SERVICE PIPE
TABLE P2906.5\u2014WATER DISTRIBUTION PIPE <\/td>\n<\/tr>\n
749<\/td>\nTABLE P2906.5\u2014WATER DISTRIBUTION PIPE\u2014continued
TABLE P2906.6\u2014PIPE FITTINGS <\/td>\n<\/tr>\n
751<\/td>\nSECTION P2907\u2014CHANGES IN DIRECTION
SECTION P2908\u2014SUPPORT
SECTION P2909\u2014DRINKING WATER TREATMENT UNITS
SECTION P2910\u2014NONPOTABLE WATER SYSTEMS <\/td>\n<\/tr>\n
752<\/td>\nFIGURE P2910.3\u2014PICTOGRAPH\u2014DO NOT DRINK <\/td>\n<\/tr>\n
753<\/td>\nTABLE P2910.9.6\u2014SIZE OF DRAIN PIPES FOR WATER TANKS <\/td>\n<\/tr>\n
754<\/td>\nSECTION P2911\u2014ON-SITE NONPOTABLE WATER REUSE SYSTEMS <\/td>\n<\/tr>\n
755<\/td>\nTABLE P2911.7.1\u2014LOCATION OF NONPOTABLE WATER REUSE STORAGE TANKS <\/td>\n<\/tr>\n
756<\/td>\nSECTION P2912\u2014NONPOTABLE RAINWATER COLLECTION AND DISTRIBUTION SYSTEMS <\/td>\n<\/tr>\n
757<\/td>\nTABLE P2912.10.1\u2014LOCATION OF RAINWATER STORAGE TANKS <\/td>\n<\/tr>\n
758<\/td>\nSECTION P2913\u2014RECLAIMED WATER SYSTEMS <\/td>\n<\/tr>\n
760<\/td>\nCHAPTER 30 SANITARY DRAINAGE
SECTION P3001\u2014GENERAL
SECTION P3002\u2014MATERIALS
TABLE P3002.1(1)\u2014ABOVE-GROUND DRAINAGE AND VENT PIPE <\/td>\n<\/tr>\n
761<\/td>\nTABLE P3002.1(2)\u2014UNDERGROUND BUILDING DRAINAGE AND VENT PIPE
TABLE P3002.2\u2014BUILDING SEWER PIPE
TABLE P3002.3\u2014PIPE FITTINGS <\/td>\n<\/tr>\n
762<\/td>\nTABLE P3002.3\u2014PIPE FITTINGS\u2014continued
SECTION P3003\u2014JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
764<\/td>\nSECTION P3004\u2014DETERMINING DRAINAGE FIXTURE UNITS
TABLE P3004.1\u2014DRAINAGE FIXTURE UNIT (d.f.u.) VALUES FOR VARIOUS PLUMBING FIXTURES <\/td>\n<\/tr>\n
765<\/td>\nTABLE P3004.1\u2014DRAINAGE FIXTURE UNIT (d.f.u.) VALUES FOR VARIOUS PLUMBING FIXTURES\u2014continued
SECTION P3005\u2014DRAINAGE SYSTEM
TABLE P3005.1\u2014FITTINGS FOR CHANGE IN DIRECTION <\/td>\n<\/tr>\n
768<\/td>\nTABLE P3005.4.1\u2014MAXIMUM FIXTURE UNITS ALLOWED TO BE CONNECTED TO BRANCHES AND STACKS
TABLE P3005.4.2\u2014MAXIMUM NUMBER OF FIXTURE UNITS ALLOWED TO BECONNECTED TO THE BUILDING DRAIN, BUILDING DRAIN BRANCHES OR THE BUILDING SEWER
SECTION P3006\u2014SIZING OF DRAIN PIPE OFFSETS
SECTION P3007\u2014SUMPS AND EJECTORS <\/td>\n<\/tr>\n
769<\/td>\nTABLE 3007.6\u2014MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR
SECTION P3008\u2014BACKWATER VALVES <\/td>\n<\/tr>\n
770<\/td>\nSECTION P3009\u2014GRAYWATER SOIL ABSORPTION SYSTEMS <\/td>\n<\/tr>\n
771<\/td>\nTABLE P3009.9\u2014LOCATION OF SUBSURFACE IRRIGATION SYSTEM
TABLE P3009.10.1\u2014DESIGN LOADING RATE <\/td>\n<\/tr>\n
772<\/td>\nTABLE P3009.11\u2014DISTRIBUTION PIPE
SECTION P3010\u2014REPLACEMENT OF UNDERGROUND BUILDING SEWERS AND BUILDING DRAINS BY PIPE BURSTING MET
SECTION P3011\u2014RELINING OF BUILDING SEWERS AND BUILDING DRAINS <\/td>\n<\/tr>\n
774<\/td>\nCHAPTER 31 VENTS
SECTION P3101\u2014VENT SYSTEMS
SECTION P3102\u2014VENT STACKS AND STACK VENTS
SECTION P3103\u2014VENT TERMINALS <\/td>\n<\/tr>\n
775<\/td>\nSECTION P3104\u2014VENT CONNECTIONS AND GRADES
SECTION P3105\u2014FIXTURE VENTS
TABLE P3105.1\u2014MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT
SECTION P3106\u2014INDIVIDUAL VENT
SECTION P3107\u2014COMMON VENT <\/td>\n<\/tr>\n
776<\/td>\nTABLE P3107.3\u2014COMMON VENT SIZES
SECTION P3108\u2014WET VENTING
TABLE P3108.3\u2014WET VENT SIZE <\/td>\n<\/tr>\n
777<\/td>\nSECTION P3109\u2014WASTE STACK VENT
TABLE P3109.4\u2014WASTE STACK VENT SIZE
SECTION P3110\u2014CIRCUIT VENTING
SECTION P3111\u2014COMBINATION WASTE AND VENT SYSTEM <\/td>\n<\/tr>\n
778<\/td>\nTABLE P3111.3\u2014SIZE OF COMBINATION WASTE AND VENT PIPE
SECTION P3112\u2014ISLAND FIXTURE VENTING
SECTION P3113\u2014VENT PIPE SIZING
TABLE P3113.4.1\u2014SIZE AND LENGTH OF SUMP VENTS <\/td>\n<\/tr>\n
779<\/td>\nTABLE P3113.4.1\u2014SIZE AND LENGTH OF SUMP VENTS
SECTION P3114\u2014AIR ADMITTANCE VALVES <\/td>\n<\/tr>\n
780<\/td>\nCHAPTER 32 TRAPS
SECTION P3201\u2014FIXTURE TRAPS <\/td>\n<\/tr>\n
781<\/td>\nTABLE P3201.7\u2014SIZE OF TRAPS FOR PLUMBING FIXTURES <\/td>\n<\/tr>\n
782<\/td>\nCHAPTER 33 STORM DRAINAGE
SECTION P3301\u2014GENERAL
SECTION P3302\u2014SUBSOIL DRAINS
TABLE P3302.1\u2014SUBSOIL DRAIN PIPE
SECTION P3303\u2014SUMPS AND PUMPING SYSTEMS <\/td>\n<\/tr>\n
783<\/td>\nPART VIII-ELECTRICAL
CHAPTER 34 GENERAL REQUIREMENTS
SECTION E3401\u2014GENERAL <\/td>\n<\/tr>\n
784<\/td>\nSECTION E3402\u2014BUILDING STRUCTURE PROTECTION
SECTION E3403\u2014INSPECTION AND APPROVAL
SECTION E3404\u2014GENERAL EQUIPMENT REQUIREMENTS
TABLE E3404.4 (Table 110.28)\u2014ENCLOSURE SELECTION <\/td>\n<\/tr>\n
785<\/td>\nTABLE E3404.4 (Table 110.28)\u2014ENCLOSURE SELECTION\u2014continued <\/td>\n<\/tr>\n
786<\/td>\nSECTION E3405\u2014EQUIPMENT LOCATION AND CLEARANCES <\/td>\n<\/tr>\n
787<\/td>\nFIGURE E3405.1a, b, c, d, e\u2014WORKING SPACE AND CLEARANCES <\/td>\n<\/tr>\n
788<\/td>\nSECTION E3406\u2014ELECTRICAL CONDUCTORS AND CONNECTIONS <\/td>\n<\/tr>\n
789<\/td>\nTABLE E3406.9 (Chapter 9, Table 10)\u2014CONDUCTOR STRANDINGc <\/td>\n<\/tr>\n
790<\/td>\nSECTION E3407\u2014CONDUCTOR AND TERMINAL IDENTIFICATION <\/td>\n<\/tr>\n
792<\/td>\nCHAPTER 35 ELECTRICAL DEFINITIONS
SECTION E3501\u2014GENERAL <\/td>\n<\/tr>\n
798<\/td>\nCHAPTER 36 SERVICES
SECTION E3601\u2014GENERAL SERVICES <\/td>\n<\/tr>\n
799<\/td>\nSECTION E3602\u2014SERVICE SIZE AND RATING
TABLE E3602.2 [220.82(B) & (C)]\u2014MINIMUM SERVICE LOAD CALCULATION
SECTION E3603\u2014SERVICE, FEEDER AND GROUNDING ELECTRODE CONDUCTOR SIZING <\/td>\n<\/tr>\n
800<\/td>\nTABLE E3603.1.1 (Table 310.12(A))\u2014SINGLE-PHASE DWELLING SERVICES AND FEEDERS <\/td>\n<\/tr>\n
801<\/td>\nTABLE E3603.4 (Table 250.66)\u2014GROUNDING ELECTRODE CONDUCTOR SIZEa, b, c, d, e, f
SECTION E3604\u2014OVERHEAD SERVICE AND SERVICE-ENTRANCE CONDUCTOR INSTALLATION
FIGURE E3604.1\u2014CLEARANCES FROM BUILDING OPENINGS <\/td>\n<\/tr>\n
802<\/td>\nFIGURE E3604.2.1\u2014CLEARANCES FROM ROOFS <\/td>\n<\/tr>\n
803<\/td>\nSECTION E3605\u2014SERVICE-ENTRANCE CONDUCTORS <\/td>\n<\/tr>\n
804<\/td>\nSECTION E3606\u2014SERVICE EQUIPMENT\u2014GENERAL
SECTION E3607\u2014SYSTEM GROUNDING <\/td>\n<\/tr>\n
805<\/td>\nSECTION E3608\u2014GROUNDING ELECTRODE SYSTEM <\/td>\n<\/tr>\n
806<\/td>\nSECTION E3609\u2014BONDING <\/td>\n<\/tr>\n
808<\/td>\nSECTION E3610\u2014GROUNDING ELECTRODE CONDUCTORS
SECTION E3611\u2014GROUNDING ELECTRODE CONDUCTOR CONNECTION TO THE GROUNDING ELECTRODES <\/td>\n<\/tr>\n
810<\/td>\nCHAPTER 37 BRANCH CIRCUIT AND FEEDER REQUIREMENTS
SECTION E3701\u2014GENERAL
SECTION E3702\u2014BRANCH CIRCUIT RATINGS <\/td>\n<\/tr>\n
812<\/td>\nTABLE E3702.15(1) [Table 210.24 (1)]\u2014BRANCH-CIRCUIT REQUIREMENTS\u2014SUMMARYa, b
TABLE E3702.15(2) [Table 210.24(2)]\u2014BRANCH-CIRCUIT REQUIREMENTS\u2014SUMMARYa, b
SECTION E3703\u2014REQUIRED BRANCH CIRCUITS <\/td>\n<\/tr>\n
813<\/td>\nSECTION E3704\u2014FEEDER REQUIREMENTS
TABLE E3704.2(1) [220.14(J), Table 220.42, 220.50, 220.51, 220.52,220.53, 220.54, 220.55, 220.57, and 220.60]\u2014FEEDER LOAD CALCULATION <\/td>\n<\/tr>\n
814<\/td>\nTABLE E3704.2(1) [220.14(J), Table 220.42, 220.50, 220.51, 220.52,220.53, 220.54, 220.55, 220.57, and 220.60]\u2014FEEDER LOAD CALCULATION\u2014continued
TABLE E3704.2(2) (220.55 and Table 220.55)DEMAND LOADS FOR ELECTRIC RANGES,WALL-MOUNTED OVENS, COUNTER-MOUNTED\u2014 COOKING UNITS AND OTHER COOKING APPLIANCES OVER 13\/4 kVA RATINGa, b
SECTION E3705\u2014CONDUCTOR SIZING AND OVERCURRENT PROTECTION <\/td>\n<\/tr>\n
815<\/td>\nTABLE E3705.1\u2014ALLOWABLE AMPACITIES
TABLE E3705.2 [310.15(B)(1)]\u2014AMBIENT TEMPERATURE CORRECTION FACTORS <\/td>\n<\/tr>\n
816<\/td>\nTABLE E3705.2 [310.15(B)(1)]\u2014AMBIENT TEMPERATURE CORRECTION FACTORS\u2014continued
TABLE E3705.3 [310.15(C)(1)]\u2014CONDUCTOR PROXIMITY ADJUSTMENT FACTORS <\/td>\n<\/tr>\n
818<\/td>\nTABLE E3705.5.3 [240.4(D)]\u2014OVERCURRENT-PROTECTION RATING
TABLE E3705.6 (Table 240.6)\u2014STANDARD AMPERE RATING FOR FUSES AND INVERSE TIME CIRCUIT BREAKERS
SECTION E3706\u2014PANELBOARDS <\/td>\n<\/tr>\n
820<\/td>\nCHAPTER 38 WIRING METHODS
SECTION E3801\u2014GENERAL REQUIREMENTS
TABLE E3801.2\u2014ALLOWABLE WIRING METHODS
TABLE E3801.4 (Chapter 3 and 300.2)\u2014ALLOWABLE APPLICATIONS FOR WIRING METHODSa, b, c, d, e, f, g, h, i, j, k, l <\/td>\n<\/tr>\n
821<\/td>\nTABLE E3801.4 (Chapter 3 and 300.2)\u2014ALLOWABLE APPLICATIONS FOR WIRING METHODSa, b, c, d, e, f, g, h, i, j, k, l\u2014continued
SECTION E3802\u2014ABOVE-GROUND INSTALLATION REQUIREMENTS
TABLE E3802.1 (Chapter 3)\u2014GENERAL INSTALLATION ANDSUPPORT REQUIREMENTS FOR WIRING METHODSa, b, c, d, e, f, g, h, i, j, k, l <\/td>\n<\/tr>\n
822<\/td>\nTABLE E3802.1 (Chapter 3)\u2014GENERAL INSTALLATION ANDSUPPORT REQUIREMENTS FOR WIRING METHODSa, b, c, d, e, f, g, h, i, j, k, l\u2014continued <\/td>\n<\/tr>\n
823<\/td>\nSECTION E3803\u2014UNDERGROUND INSTALLATION REQUIREMENTS
TABLE E3803.1 (Table 300.5)\u2014MINIMUM COVER REQUIREMENTS, BURIAL IN INCHESa, b, c, d, e, f <\/td>\n<\/tr>\n
824<\/td>\nTABLE E3803.1 (Table 300.5)\u2014MINIMUM COVER REQUIREMENTS, BURIAL IN INCHESa, b, c, d, e, f\u2014continued <\/td>\n<\/tr>\n
826<\/td>\nCHAPTER 39 POWER AND LIGHTING DISTRIBUTION
SECTION E3901\u2014RECEPTACLE OUTLETS
FIGURE E3901.2\u2014GENERAL USE RECEPTACLE DISTRIBUTION <\/td>\n<\/tr>\n
828<\/td>\nFIGURE E3901.4\u2014COUNTERTOP RECEPTACLES <\/td>\n<\/tr>\n
829<\/td>\nFIGURE E3901.4.1\u2014DETERMINATION OF AREA BEHIND SINK OR RANGE <\/td>\n<\/tr>\n
830<\/td>\nSECTION E3902\u2014GROUND-FAULT AND ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION <\/td>\n<\/tr>\n
832<\/td>\nSECTION E3903\u2014LIGHTING OUTLETS <\/td>\n<\/tr>\n
833<\/td>\nSECTION E3904\u2014GENERAL INSTALLATION REQUIREMENTS <\/td>\n<\/tr>\n
834<\/td>\nTABLE E3904.6(1) (Annex C, Table C.1)\u2014MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL METALLIC TUBING (EMT)a <\/td>\n<\/tr>\n
835<\/td>\nTABLE E3904.6(1) (Annex C, Table C.1)\u2014MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL METALLIC TUBING (EMT)a\u2014continued
TABLE E3904.6(2) (Annex C, Table C.2)\u2014MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL NONMETALLIC TUBING (ENT)a <\/td>\n<\/tr>\n
836<\/td>\nTABLE E3904.6(2) (Annex C, Table C.2)\u2014MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL NONMETALLIC TUBING (ENT)a\u2014continued <\/td>\n<\/tr>\n
837<\/td>\nTABLE E3904.6(3) (Annex C, Table C.3)\u2014MAXIMUM NUMBER OF CONDUCTORS IN FLEXIBLE METALLIC CONDUIT (FMC)a <\/td>\n<\/tr>\n
838<\/td>\nTABLE E3904.6(3) (Annex C, Table C.3)\u2014MAXIMUM NUMBER OF CONDUCTORS IN FLEXIBLE METALLIC CONDUIT (FMC)a\u2014continued
TABLE E3904.6(4) (Annex C, Table C.4)\u2014MAXIMUM NUMBER OF CONDUCTORS IN INTERMEDIATE METALLIC CONDUIT (IMC)a <\/td>\n<\/tr>\n
839<\/td>\nTABLE E3904.6(4) (Annex C, Table C.4)\u2014MAXIMUM NUMBER OF CONDUCTORS IN INTERMEDIATE METALLIC CONDUIT (IMC)a\u2014continued <\/td>\n<\/tr>\n
840<\/td>\nTABLE E3904.6(5) (Annex C, Table C.6)\u2014MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-A)a <\/td>\n<\/tr>\n
841<\/td>\nTABLE E3904.6(5) (Annex C, Table C.6)\u2014MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-A)a\u2014continued
TABLE E3904.6(6) (Annex C, Table C.5)\u2014MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-B) <\/td>\n<\/tr>\n
842<\/td>\nTABLE E3904.6(6) (Annex C, Table C.5)\u2014MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-B)a\u2014continued <\/td>\n<\/tr>\n
843<\/td>\nTABLE E3904.6(7) (Annex C, Table C.8)\u2014MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE METAL CONDUIT (LFMC)a <\/td>\n<\/tr>\n
844<\/td>\nTABLE E3904.6(7) (Annex C, Table C.8)\u2014MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE METAL CONDUIT (LFMC)a\u2014continued
TABLE E3904.6(8) (Annex C, Table C.9)\u2014MAXIMUM NUMBER OF CONDUCTORS IN RIGID METAL CONDUIT (RMC)a <\/td>\n<\/tr>\n
845<\/td>\nTABLE E3904.6(8) (Annex C, Table C.9)\u2014MAXIMUM NUMBER OF CONDUCTORS IN RIGID METAL CONDUIT (RMC)a\u2014continued <\/td>\n<\/tr>\n
846<\/td>\nTABLE E3904.6(9) (Annex C, Table C.10)\u2014MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT, SCHEDULE 80 (PVC-80)a <\/td>\n<\/tr>\n
847<\/td>\nTABLE E3904.6(9) (Annex C, Table C.10)\u2014MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT, SCHEDULE 80 (PVC-80)a\u2014continued
TABLE E3904.6(10) (Annex C, Table C.11)\u2014MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT SCHEDULE 40 (PVC-40)a <\/td>\n<\/tr>\n
848<\/td>\nTABLE E3904.6(10) (Annex C, Table C.11)\u2014MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT SCHEDULE 40 (PVC-40)a\u2014continued <\/td>\n<\/tr>\n
849<\/td>\nSECTION E3905\u2014BOXES, CONDUIT BODIES AND FITTINGS <\/td>\n<\/tr>\n
851<\/td>\nTABLE E3905.12.1 [Table 314.16(A)]\u2014MAXIMUM NUMBER OF CONDUCTORS IN METAL BOXESa <\/td>\n<\/tr>\n
852<\/td>\nTABLE E3905.12.2.1 [Table 314.16(B)(1)]\u2014VOLUME ALLOWANCE REQUIRED PER CONDUCTOR <\/td>\n<\/tr>\n
853<\/td>\nSECTION E3906\u2014INSTALLATION OF BOXES, CONDUIT BODIES AND FITTINGS <\/td>\n<\/tr>\n
855<\/td>\nSECTION E3907\u2014CABINETS AND PANELBOARDS <\/td>\n<\/tr>\n
856<\/td>\nTABLE E3907.8 (Chapter 9, Table 1)\u2014PERCENT OF CROSS SECTION OF CONDUIT AND TUBING FOR CONDUCTORS
TABLE E3907.9.1(1) [Table 312.6(B)(2)]\u2014MINIMUM WIRE-BENDING SPACE AT TERMINALS (see Note 1) <\/td>\n<\/tr>\n
857<\/td>\nTABLE E3907.9.1(1) [Table 312.6(B)(2)]\u2014MINIMUM WIRE-BENDING SPACE AT TERMINALS (see Note 1)\u2014continued
TABLE E3907.9.1(2) [Table 312.6(A)]\u2014MINIMUM WIRE-BENDING SPACE AT TERMINALS AND MINIMUM WIDTH OF WIRING GUTTERS(see Note 1) <\/td>\n<\/tr>\n
858<\/td>\nTABLE E3907.9.1(2) [Table 312.6(A)]\u2014MINIMUM WIRE-BENDING SPACE AT TERMINALS AND MINIMUM WIDTH OF WIRING GUTTERS(see Note 1)\u2014continued
SECTION E3908\u2014GROUNDING AND BONDING <\/td>\n<\/tr>\n
860<\/td>\nTABLE E3908.13 (Table 250.122)\u2014EQUIPMENT GROUNDING CONDUCTOR SIZING <\/td>\n<\/tr>\n
862<\/td>\nSECTION E3909\u2014FLEXIBLE CORDS AND FLEXIBLE CABLES
TABLE E3909.2 [Table 400.5(A)(1)]\u2014MAXIMUM AMPERE LOAD FOR FLEXIBLE CORDS <\/td>\n<\/tr>\n
863<\/td>\nCHAPTER 40 DEVICES AND LUMINAIRES
SECTION E4001\u2014SWITCHES <\/td>\n<\/tr>\n
865<\/td>\nSECTION E4002\u2014RECEPTACLES
TABLE E4002.1.2 [Table 210.21(B)(3)]\u2014RECEPTACLE RATINGS FOR VARIOUS SIZE MULTIOUTLET CIRCUITS <\/td>\n<\/tr>\n
867<\/td>\nSECTION E4003\u2014LUMINAIRES <\/td>\n<\/tr>\n
868<\/td>\nFIGURE E4003.12\u2014CLOSET STORAGE SPACE <\/td>\n<\/tr>\n
869<\/td>\nSECTION E4004\u2014LUMINAIRE INSTALLATION <\/td>\n<\/tr>\n
870<\/td>\nSECTION E4005\u2014TRACK LIGHTING <\/td>\n<\/tr>\n
871<\/td>\nCHAPTER 41 APPLIANCE INSTALLATION
SECTION E4101\u2014GENERAL
TABLE E4101.3\u2014FLEXIBLE CORD LENGTH <\/td>\n<\/tr>\n
872<\/td>\nTABLE E4101.5 [422.31(A), (B) and (C);422.33; 422.34(B) and (C); 422.35; 424.19; 424.20; and 440.14]\u2014DISCONNECTING MEANS <\/td>\n<\/tr>\n
873<\/td>\nTABLE E4101.5 [422.31(A), (B) and (C);422.33; 422.34(B) and (C); 422.35; 424.19; 424.20; and 440.14]\u2014DISCONNECTING MEANS\u2014continued <\/td>\n<\/tr>\n
874<\/td>\nCHAPTER 42 SWIMMING POOLS
SECTION E4201\u2014GENERAL
SECTION E4202\u2014WIRING METHODS FOR POOLS, SPAS, HOT TUBS AND HYDROMASSAGE BATHTUBS
TABLE E4202.1\u2014PERMITTED WIRING METHODS IN CORROSIVE ENVIRONMENTSa <\/td>\n<\/tr>\n
875<\/td>\nSECTION E4203\u2014EQUIPMENT LOCATION AND CLEARANCES <\/td>\n<\/tr>\n
877<\/td>\nTABLE E4203.7 [Table 680.8(A)]\u2014OVERHEAD CONDUCTOR CLEARANCES
SECTION E4204\u2014EQUIPOTENTIAL BONDING <\/td>\n<\/tr>\n
880<\/td>\nSECTION E4205\u2014BONDING AND GROUNDING <\/td>\n<\/tr>\n
881<\/td>\nSECTION E4206\u2014EQUIPMENT INSTALLATION <\/td>\n<\/tr>\n
884<\/td>\nSECTION E4207\u2014STORABLE SWIMMING POOLS, STORABLE SPAS AND STORABLE HOT TUBS
SECTION E4208\u2014SPAS AND HOT TUBS <\/td>\n<\/tr>\n
885<\/td>\nSECTION E4209\u2014HYDROMASSAGE BATHTUBS <\/td>\n<\/tr>\n
886<\/td>\nCHAPTER 43 CLASS 2 REMOTE-CONTROL, SIGNALING AND POWER-LIMITED CIRCUITS
SECTION E4301\u2014GENERAL
SECTION E4302\u2014POWER SOURCES
SECTION E4303\u2014WIRING METHODS
TABLE E4303.2\u2014CABLE USES AND PERMITTED SUBSTITUTIONS [Figure 725.154(A)] <\/td>\n<\/tr>\n
887<\/td>\nTABLE E4303.2.5 [Table 722.179(B)]\u2014CABLE MARKING
SECTION E4304\u2014INSTALLATION REQUIREMENTS <\/td>\n<\/tr>\n
889<\/td>\nPART IX-REFERENCED STANDARDS
CHAPTER 44 REFERENCED STANDARDS
ABTG
ACCA
ACI
AHRI
AISI <\/td>\n<\/tr>\n
890<\/td>\nALI
AMCA
ANSI <\/td>\n<\/tr>\n
892<\/td>\nAPA
APSP <\/td>\n<\/tr>\n
893<\/td>\nASCE\/SEI
ASHRAE
ASME <\/td>\n<\/tr>\n
895<\/td>\nASSE <\/td>\n<\/tr>\n
896<\/td>\nASTM <\/td>\n<\/tr>\n
911<\/td>\nAWC
AWPA
AWS
AWWA <\/td>\n<\/tr>\n
912<\/td>\nCEN
CISPI
CPA
CPSC <\/td>\n<\/tr>\n
913<\/td>\nCRRC
CSA <\/td>\n<\/tr>\n
915<\/td>\nCSSB
CTA <\/td>\n<\/tr>\n
916<\/td>\nDASMA
DHA
DOC
DOE
DOTn
FEMA
FGIA <\/td>\n<\/tr>\n
917<\/td>\nFM
GA
HVI
IAPMO
ICC <\/td>\n<\/tr>\n
918<\/td>\nIEC
IEEE
ISO
MSS <\/td>\n<\/tr>\n
919<\/td>\nNAIMA
NEMA
NFPA <\/td>\n<\/tr>\n
920<\/td>\nNFRC
NGWA
NSF <\/td>\n<\/tr>\n
921<\/td>\nOpenADR
PCA
PHTA
PTI
RESNET
SBCA
SMACNA
TMS <\/td>\n<\/tr>\n
922<\/td>\nTPI
UL <\/td>\n<\/tr>\n
925<\/td>\nULC
US-FTC
WDMA
WMA <\/td>\n<\/tr>\n
926<\/td>\nAPPENDIX AA BOARD OF APPEALS
SECTION AA101\u2014GENERAL <\/td>\n<\/tr>\n
928<\/td>\nAPPENDIX AB PERMIT FEES
SECTION AB101\u2014GENERAL
TABLE AB101.1\u2014PERMIT FEE SCHEDULE <\/td>\n<\/tr>\n
929<\/td>\nAPPENDIX AC RESERVED <\/td>\n<\/tr>\n
930<\/td>\nAPPENDIX BA MANUFACTURED HOUSING USED AS DWELLINGS
SECTION BA101\u2014SCOPE
SECTION BA102\u2014APPLICATION TO EXISTING MANUFACTURED HOMES AND BUILDING SERVICE EQUIPMENT <\/td>\n<\/tr>\n
931<\/td>\nSECTION BA103\u2014DEFINITIONS
SECTION BA104\u2014PERMITS
SECTION BA105\u2014APPLICATION FOR PERMIT <\/td>\n<\/tr>\n
932<\/td>\nSECTION BA106\u2014PERMITS ISSUANCE
SECTION BA107\u2014FEES <\/td>\n<\/tr>\n
933<\/td>\nSECTION BA108\u2014INSPECTIONS <\/td>\n<\/tr>\n
934<\/td>\nSECTION BA109\u2014SPECIAL INSPECTIONS
SECTION BA110\u2014UTILITY SERVICE
SECTION BA111\u2014OCCUPANCY CLASSIFICATION
SECTION BA112\u2014LOCATION ON PROPERTY
SECTION BA113\u2014DESIGN <\/td>\n<\/tr>\n
935<\/td>\nSECTION BA114\u2014FOUNDATION SYSTEMS
SECTION BA115\u2014SKIRTING AND PERIMETER ENCLOSURES
SECTION BA116\u2014STRUCTURAL ADDITIONS
SECTION BA117\u2014BUILDING SERVICE EQUIPMENT
SECTION BA118\u2014EXITS <\/td>\n<\/tr>\n
936<\/td>\nSECTION BA119\u2014OCCUPANCY, FIRE SAFETY AND ENERGY CONSERVATION STANDARDS
SECTION BA120\u2014SPECIAL REQUIREMENTS FOR FOUNDATION SYSTEMS
SECTION BA121\u2014FOOTINGS AND FOUNDATIONS
SECTION BA122\u2014PIER CONSTRUCTION
SECTION BA123\u2014HEIGHT OF PIERS
SECTION BA124\u2014ANCHORAGE INSTALLATIONS <\/td>\n<\/tr>\n
937<\/td>\nSECTION BA125\u2014TIES, MATERIALS AND INSTALLATION
SECTION BA126\u2014REFERENCED STANDARDS
TABLE BA126.1\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n
938<\/td>\nAPPENDIX BB TINY HOUSES
SECTION BB101\u2014GENERAL
SECTION BB102\u2014DEFINITIONS
SECTION BB103\u2014CEILING HEIGHT
SECTION BB104\u2014LOFTS
FIGURE BB104.1.3\u2014HEIGHT EFFECT ON LOFT AREA <\/td>\n<\/tr>\n
939<\/td>\nSECTION BB105\u2014EMERGENCY ESCAPE AND RESCUE OPENINGS
SECTION BB106\u2014ENERGY CONSERVATION <\/td>\n<\/tr>\n
940<\/td>\nAPPENDIX BC ACCESSORY DWELLING UNITS (ADU)
SECTION BC101\u2014GENERAL
SECTION BC102\u2014DEFINITIONS
SECTION BC103\u2014PERMITS
SECTION BC104\u2014ADU PLANNING <\/td>\n<\/tr>\n
941<\/td>\nSECTION BC105\u2014UTILITIES <\/td>\n<\/tr>\n
942<\/td>\nAPPENDIX BD HOME DAY CARE OCCUPANCY
SECTION BD101\u2014GENERAL
SECTION BD102\u2014DEFINITION
SECTION BD103\u2014MEANS OF EGRESS <\/td>\n<\/tr>\n
943<\/td>\nSECTION BD104\u2014SMOKE DETECTION <\/td>\n<\/tr>\n
944<\/td>\nAPPENDIX BE RADON CONTROL METHODS
SECTION BE101\u2014SCOPE
FIGURE BE101.1\u2014EPA MAP OF RADON ZONES <\/td>\n<\/tr>\n
945<\/td>\nTABLE BE101.1\u2014HIGH RADON-POTENTIAL (ZONE 1) COUNTIESa <\/td>\n<\/tr>\n
946<\/td>\nTABLE BE101.1\u2014HIGH RADON-POTENTIAL (ZONE 1) COUNTIESa\u2014continued <\/td>\n<\/tr>\n
947<\/td>\nTABLE BE101.1\u2014HIGH RADON-POTENTIAL (ZONE 1) COUNTIESa\u2014continued <\/td>\n<\/tr>\n
948<\/td>\nTABLE BE101.1\u2014HIGH RADON-POTENTIAL (ZONE 1) COUNTIESa\u2014continued <\/td>\n<\/tr>\n
949<\/td>\nTABLE BE101.1\u2014HIGH RADON-POTENTIAL (ZONE 1) COUNTIESa\u2014continued
SECTION BE102\u2014DEFINITIONS
SECTION BE103\u2014REQUIREMENTS <\/td>\n<\/tr>\n
950<\/td>\nFIGURE BE103.1\u2014RADON-RESISTANT CONSTRUCTION DETAILS FOR FOUR FOUNDATION TYPES <\/td>\n<\/tr>\n
952<\/td>\nSECTION BE104\u2014TESTING <\/td>\n<\/tr>\n
953<\/td>\nAPPENDIX BF PATIO COVERS
SECTION BF101\u2014GENERAL
SECTION BF102\u2014DEFINITION
SECTION BF103\u2014EXTERIOR WALLS AND OPENINGS
SECTION BF104\u2014HEIGHT
SECTION BF105\u2014STRUCTURAL PROVISIONS
SECTION BF106\u2014SPECIAL PROVISIONS FOR ALUMINUM SCREEN ENCLOSURES IN HURRICANE-PRONE REGIONS <\/td>\n<\/tr>\n
954<\/td>\nFIGURE BF106.4.1\u2014ULTIMATE DESIGN WIND SPEEDS FOR PATIO COVERS AND SCREEN ENCLOSURES
TABLE BF106.4.1(1)\u2014DESIGN WIND PRESSURES FOR SCREEN ENCLOSURE FRAMINGa, b, e, f, g, h <\/td>\n<\/tr>\n
955<\/td>\nTABLE BF106.4.1(2)\u2014ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE <\/td>\n<\/tr>\n
956<\/td>\nAPPENDIX BG SOUND TRANSMISSION
SECTION BG101\u2014GENERAL
SECTION BG102\u2014AIRBORNE SOUND
SECTION BG103\u2014STRUCTURAL-BORNE SOUND
SECTION BG104\u2014REFERENCED STANDARDS
TABLE BG104.1\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n
957<\/td>\nAPPENDIX BH AUTOMATIC VEHICULAR GATES
SECTION BH101\u2014GENERAL
SECTION BH102\u2014DEFINITION
SECTION BH103\u2014AUTOMATIC VEHICULAR GATES
SECTION BH104\u2014REFERENCED STANDARDS
TABLE BH104.1\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n
958<\/td>\nAPPENDIX BI LIGHT STRAW-CLAY CONSTRUCTION
SECTION BI101\u2014GENERAL
SECTION BI102\u2014DEFINITIONS
SECTION BI103\u2014NONBEARING LIGHT STRAW-CLAY CONSTRUCTION
TABLE BI103.2.3\u2014REQUIREMENTS AND PROPERTIES OF LIGHT STRAW-CLAY MIXTURESa <\/td>\n<\/tr>\n
959<\/td>\nTABLE BI103.2.3\u2014REQUIREMENTS AND PROPERTIES OF LIGHT STRAW-CLAY MIXTURESa\u2014continued
FIGURE BI103.2.4(1)\u2014LIGHT STRAW-CLAY WALL WITH LARSEN TRUSSES <\/td>\n<\/tr>\n
960<\/td>\nFIGURE BI103.2.4(2)\u2014LIGHT STRAW-CLAY WALL, SINGLE STUD WIDTH
FIGURE BI103.2.4(3)\u2014LIGHT STRAW-CLAY WALL WITH BLIND STUDS <\/td>\n<\/tr>\n
961<\/td>\nSECTION BI104\u2014THERMAL PERFORMANCE <\/td>\n<\/tr>\n
962<\/td>\nSECTION BI105\u2014REFERENCED STANDARDS
TABLE BI105.1\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n
963<\/td>\nAPPENDIX BJ STRAWBALE CONSTRUCTION
SECTION BJ101\u2014GENERAL
FIGURE BJ101.2\u2014TYPICAL STRAWBALE WALL SYSTEMS <\/td>\n<\/tr>\n
964<\/td>\nSECTION BJ102\u2014DEFINITIONS <\/td>\n<\/tr>\n
965<\/td>\nFIGURE BJ102.1\u2014BALE ORIENTATIONS
SECTION BJ103\u2014BALES
FIGURE BJ103.2\u2014APPROXIMATE DIMENSIONS OF COMMON STRAW BALES <\/td>\n<\/tr>\n
966<\/td>\nSECTION BJ104\u2014FINISHES <\/td>\n<\/tr>\n
967<\/td>\nSECTION BJ105\u2014STRAWBALE WALLS\u2014GENERAL
FIGURE BJ105.1(1)\u2014TYPICAL BASE OF PLASTERED STRAWBALE WALL ON CONCRETE SLAB AND FOOTING <\/td>\n<\/tr>\n
968<\/td>\nFIGURE BJ105.1(2)\u2014TYPICAL BASE OF PLASTERED STRAWBALE WALL OVER RAISED FLOOR
FIGURE BJ105.1(3)\u2014TYPICAL TOP OF LOAD-BEARING STRAWBALE WALL <\/td>\n<\/tr>\n
969<\/td>\nFIGURE BJ105.1(4)\u2014TYPICAL TOP OF POST-AND-BEAM WALL WITH PLASTERED STRAWBALE INFILL
TABLE BJ105.4\u2014OUT-OF-PLANE LOAD RESISTANCE METHODS AND UNRESTRAINED WALL DIMENSION LIMITS <\/td>\n<\/tr>\n
970<\/td>\nTABLE BJ105.4\u2014OUT-OF-PLANE LOAD RESISTANCE METHODS AND UNRESTRAINED WALL DIMENSION LIMITS\u2014continued <\/td>\n<\/tr>\n
971<\/td>\nSECTION BJ106\u2014STRAWBALE WALLS\u2014STRUCTURAL <\/td>\n<\/tr>\n
972<\/td>\nTABLE BJ106.6.1\u2014MINIMUM COMPRESSIVE STRENGTH FOR PLASTERS ON STRUCTURAL WALLS <\/td>\n<\/tr>\n
973<\/td>\nTABLE BJ106.12\u2014ALLOWABLE SUPERIMPOSED VERTICAL LOADS (LBS\/FOOT) FOR PLASTERED LOAD-BEARING STRAWBALE WALLS <\/td>\n<\/tr>\n
974<\/td>\nTABLE BJ106.13(1)\u2014PLASTERED STRAWBALE BRACED WALL PANEL TYPES
TABLE BJ106.13(2)\u2014BRACING REQUIREMENTS FOR STRAWBALE BRACED WALL PANELS BASED ON WIND SPEED <\/td>\n<\/tr>\n
975<\/td>\nTABLE BJ106.13(2)\u2014BRACING REQUIREMENTS FOR STRAWBALE BRACED WALL PANELS BASED ON WIND SPEED\u2014continued
TABLE BJ106.13(3)\u2014BRACING REQUIREMENTS FOR STRAWBALE BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY <\/td>\n<\/tr>\n
976<\/td>\nTABLE BJ106.13(3)\u2014BRACING REQUIREMENTS FOR STRAWBALE BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY\u2014continued <\/td>\n<\/tr>\n
977<\/td>\nSECTION BJ107\u2014FIRE RESISTANCE
SECTION BJ108\u2014THERMAL INSULATION
SECTION BJ109\u2014REFERENCED STANDARDS
TABLE BJ109.1\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n
978<\/td>\nTABLE BJ109.1\u2014REFERENCED STANDARDS\u2014continued <\/td>\n<\/tr>\n
979<\/td>\nAPPENDIX BK COB CONSTRUCTION (MONOLITHIC ADOBE)
SECTION BK101\u2014GENERAL
FIGURE BK101.4\u2014TYPICAL COB WALL <\/td>\n<\/tr>\n
980<\/td>\nSECTION BK102\u2014DEFINITIONS
SECTION BK103\u2014MATERIALS, MIXING AND INSTALLATION <\/td>\n<\/tr>\n
981<\/td>\nSECTION BK104\u2014FINISHES <\/td>\n<\/tr>\n
982<\/td>\nSECTION BK105\u2014COB WALLS\u2014GENERAL
TABLE BK105.3\u2014OUT-OF-PLANE RESISTANCE METHODS AND UNRESTRAINED WALL HEIGHT LIMITS <\/td>\n<\/tr>\n
983<\/td>\nTABLE BK105.3\u2014OUT-OF-PLANE RESISTANCE METHODS AND UNRESTRAINED WALL HEIGHT LIMITS\u2014continued <\/td>\n<\/tr>\n
984<\/td>\nFIGURE BK105.4.5\u2014WINDOW INSTALLATION (DOOR INSTALLATION SIMILAR)
SECTION BK106\u2014COB WALLS\u2014STRUCTURAL <\/td>\n<\/tr>\n
985<\/td>\nEQUATION BK-1
EQUATION BK-2 <\/td>\n<\/tr>\n
986<\/td>\nEQUATION BK-3 <\/td>\n<\/tr>\n
987<\/td>\nFIGURE BK106.9.5\u2014CONNECTION OF ROOF FRAMING TO BOND BEAMS <\/td>\n<\/tr>\n
988<\/td>\nFIGURE BK106.9.6\u2014CONNECTIONS AT GABLE AND SHED ROOF END WALLS
TABLE BK106.10\u2014LINTELS AND BOND BEAMS SPANNING OPENINGS <\/td>\n<\/tr>\n
989<\/td>\nTABLE BK106.10\u2014LINTELS AND BOND BEAMS SPANNING OPENINGS\u2014continued
TABLE BK106.11(1)\u2014COB BRACED WALL PANEL TYPES <\/td>\n<\/tr>\n
990<\/td>\nTABLE BK106.11(1)\u2014COB BRACED WALL PANEL TYPES\u2014continued
TABLE BK106.11(2)\u2014BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON WIND SPEED <\/td>\n<\/tr>\n
991<\/td>\nTABLE BK106.11(3)\u2014BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY A
TABLE BK106.11(4)\u2014BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY B <\/td>\n<\/tr>\n
992<\/td>\nTABLE BK106.11(4)\u2014BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY B\u2014continued <\/td>\n<\/tr>\n
993<\/td>\nTABLE BK106.11(5)\u2014BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY C <\/td>\n<\/tr>\n
994<\/td>\nTABLE BK106.11(5)\u2014BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY C\u2014continued
EQUATION BK-4 <\/td>\n<\/tr>\n
995<\/td>\nFIGURE BK106.11.3\u2014CURVED BRACED WALL PANEL
TABLE BK106.12\u2014ANCHORAGE OF BOND BEAMS FOR WIND UPLIFT <\/td>\n<\/tr>\n
996<\/td>\nSECTION BK107\u2014COB FLOORS
SECTION BK108\u2014FIRE RESISTANCE
TABLE BK108.1\u2014TWO-HOUR FIRE-RESISTANCE-RATED COB WALLS
SECTION BK109\u2014THERMAL PERFORMANCE <\/td>\n<\/tr>\n
997<\/td>\nSECTION BK110\u2014REFERENCED STANDARDS
TABLE BK110.1\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n
998<\/td>\nAPPENDIX BL HEMP-LIME (HEMPCRETE) CONSTRUCTION
SECTION BL101\u2014GENERAL
SECTION BL102\u2014DEFINITIONS <\/td>\n<\/tr>\n
999<\/td>\nSECTION BL103\u2014HEMP-LIME CONSTRUCTION
FIGURE BL103.1(1)\u2014TYPICAL HEMP-LIME WITH INTERIOR STUD FRAMING
FIGURE BL103.1(2)\u2014TYPICAL HEMP-LIME WITH CENTER STUD FRAMING <\/td>\n<\/tr>\n
1000<\/td>\nFIGURE BL103.1(3)\u2014TYPICAL HEMP-LIME WITH EXTERIOR STUD FRAMING
FIGURE BL103.1(4)\u2014TYPICAL HEMP-LIME WITH DOUBLE STUD WALL FRAMING <\/td>\n<\/tr>\n
1001<\/td>\nTABLE BL103.3.7\u2014ALLOWABLE HEADER SPAN MULTIPLIERa <\/td>\n<\/tr>\n
1003<\/td>\nFIGURE BL103.6.7.4\u2014TYPICAL HEMP-LIME MEDIUM LINING
FIGURE BL103.6.7.5\u2014TYPICAL HEMP-LIME THICK LINING <\/td>\n<\/tr>\n
1004<\/td>\nSECTION BL104\u2014FINISHES <\/td>\n<\/tr>\n
1005<\/td>\nSECTION BL105\u2014FIRE RESISTANCE
SECTION BL106\u2014THERMAL PERFORMANCE
TABLE BL106.2\u2014THERMAL RESISTANCE OF HEMP-LIMEa
EQUATION BL-1
TABLE BL106.2\u2014THERMAL RESISTANCE OF HEMP-LIMEa <\/td>\n<\/tr>\n
1006<\/td>\nEQUATION BL-2
SECTION BL107\u2014MECHANICAL PERFORMANCE
SECTION BL108\u2014REFERENCED STANDARDS
TABLE BL108.1\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n
1007<\/td>\nAPPENDIX BM 3D-PRINTED BUILDING CONSTRUCTION
SECTION BM101\u2014GENERAL
SECTION BM102\u2014DEFINITIONS
SECTION BM103\u2014BUILDING DESIGN
SECTION BM104\u2014BUILDING CONSTRUCTION
SECTION BM105\u2014SPECIAL INSPECTIONS <\/td>\n<\/tr>\n
1008<\/td>\nSECTION BM106\u2014REFERENCED STANDARDS
TABLE BM106.1\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n
1009<\/td>\nAPPENDIX BN EXTENDED PLATE WALL CONSTRUCTION
SECTION BN101\u2014GENERAL
SECTION BN102\u2014CONSTRUCTION REQUIREMENTS
FIGURE BN102.1(1)\u2014EXTENDED PLATE WALL (EPW) CONSTRUCTION, SECTION VIEW <\/td>\n<\/tr>\n
1010<\/td>\nFIGURE BN102.1(2)\u2014EXTENDED PLATE WALL, ELEVATION VIEW
TABLE BN102.2\u2014SHEATHING FASTENER REQUIREMENTS FOR EPW <\/td>\n<\/tr>\n
1011<\/td>\nFIGURE BN102.4(1)\u2014RIM JOIST CONSTRUCTION FOR EPW\u2014DOUBLE MEMBER
FIGURE BN102.4(2)\u2014RIM JOIST CONSTRUCTION FOR EPW\u2014INSET DOUBLE MEMBER <\/td>\n<\/tr>\n
1013<\/td>\nAPPENDIX BO EXISTING BUILDINGS AND STRUCTURES
SECTION BO101\u2014PURPOSE AND INTENT
SECTION BO102\u2014COMPLIANCE <\/td>\n<\/tr>\n
1014<\/td>\nSECTION BO103\u2014DEFINITIONS
SECTION BO104\u2014REPAIRS
SECTION BO105\u2014ALTERATIONS <\/td>\n<\/tr>\n
1016<\/td>\nSECTION BO106\u2014ADDITION
SECTION BO107\u2014RELOCATED BUILDINGS <\/td>\n<\/tr>\n
1017<\/td>\nSECTION BO108\u2014REFERENCED STANDARDS
TABLE BO108.1\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n
1018<\/td>\nAPPENDIX CA SIZING AND CAPACITIES OF GAS PIPING
SECTION CA101\u2014GENERAL PIPING CONSIDERATIONS
SECTION CA102\u2014DESCRIPTION OF TABLES <\/td>\n<\/tr>\n
1019<\/td>\nTABLE CA102.2\u2014EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES <\/td>\n<\/tr>\n
1020<\/td>\nTABLE CA102.2\u2014EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES\u2014continued
TABLE CA102.4\u2014MULTIPLIERS TO BE USED WITH TABLES 402.4(1) THROUGH 402.4(22) WHERE THE SPECIFIC GRAVITY OF THE GAS IS OTHER THAN 0.60 <\/td>\n<\/tr>\n
1021<\/td>\nTABLE CA102.4\u2014MULTIPLIERS TO BE USED WITHTABLES 402.4(1) THROUGH 402.4(22) WHERE THE SPECIFIC GRAVITY OF THE GAS IS OTHER THAN 0.60\u2014continued
SECTION CA103\u2014USE OF CAPACITY TABLES <\/td>\n<\/tr>\n
1023<\/td>\nTABLE CA103.4\u2014THOUSANDS OF BTU\/H (MBH) OF NATURAL GASPER 100 FEET OF PIPE AT VARIOUS PRESSURE DROPS AND PIPE DIAMETERS
SECTION CA104\u2014USE OF SIZING EQUATIONS <\/td>\n<\/tr>\n
1024<\/td>\nSECTION CA105\u2014PIPE AND TUBE DIAMETERS
TABLE CA105.1\u2014SCHEDULE 40 STEEL PIPE STANDARD SIZES
TABLE CA105.2\u2014COPPER TUBE STANDARD SIZES <\/td>\n<\/tr>\n
1025<\/td>\nTABLE CA105.2\u2014COPPER TUBE STANDARD SIZES\u2014continued
SECTION CA106\u2014EXAMPLES OF PIPING SYSTEM DESIGN AND SIZING <\/td>\n<\/tr>\n
1026<\/td>\nFIGURE CA106.1\u2014PIPING PLAN SHOWING A STEEL PIPING SYSTEM <\/td>\n<\/tr>\n
1027<\/td>\nFIGURE CA106.2\u2014PIPING PLAN SHOWING A CSST SYSTEM <\/td>\n<\/tr>\n
1028<\/td>\nFIGURE CA106.3\u2014PIPING PLAN SHOWING A COPPER TUBING SYSTEM
FIGURE CA106.4\u2014PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM <\/td>\n<\/tr>\n
1031<\/td>\nAPPENDIX CB SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES AND APPLIANCES LISTED FOR USE WITH TYPE B VENTS
SECTION CB101\u2014EXAMPLES USING SINGLE-APPLIANCE VENTING TABLES
FIGURE CB101.1\u2014EXAMPLE 1: SINGLE DRAFT HOOD-EQUIPPED APPLIANCE <\/td>\n<\/tr>\n
1032<\/td>\nFIGURE CB101.2\u2014EXAMPLE 2: SINGLE FAN-ASSISTED APPLIANCE <\/td>\n<\/tr>\n
1033<\/td>\nFIGURE CB101.4(1)\u2014TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A TYPE B DOUBLE-WALL VENT
FIGURE CB101.4(2)\u2014TYPE B DOUBLE-WALL VENT SYSTEM SERVINGA SINGLE APPLIANCE WITH A SINGLE-WALL METAL VENT CONNECTOR <\/td>\n<\/tr>\n
1034<\/td>\nFIGURE CB101.4(3)\u2014VENT SYSTEM SERVING A SINGLE APPLIANCEWITH A MASONRY CHIMNEY OF TYPE B DOUBLE-WALL VENT CONNECTOR
FIGURE CB101.4(4)\u2014VENT SYSTEM SERVING A SINGLE APPLIANCEUSING A MASONRY CHIMNEY AND A SINGLE-WALL METAL VENT CONNECTOR <\/td>\n<\/tr>\n
1035<\/td>\nFIGURE CB101.4(5)\u2014ASBESTOS CEMENT TYPE B OR SINGLE-WALLMETAL VENT SYSTEM SERVING A SINGLE DRAFT HOOD-EQUIPPED APPLIANCE
SECTION CB102\u2014EXAMPLES USING COMMON VENTING TABLES <\/td>\n<\/tr>\n
1036<\/td>\nFIGURE CB102.1\u2014EXAMPLE 4: COMMON VENTING TWO DRAFT HOOD-EQUIPPED APPLIANCESFor <\/td>\n<\/tr>\n
1037<\/td>\nFIGURE CB102.2\u2014EXAMPLE 5a: COMMON VENTING A DRAFT HOODWITH A FAN-ASSISTED FURNACE INTO A TYPE B DOUBLE-WALL COMMON VENT <\/td>\n<\/tr>\n
1038<\/td>\nTABLE CB102.3\u2014MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa <\/td>\n<\/tr>\n
1039<\/td>\nFIGURE CB102.5(1)\u2014VENT SYSTEM SERVING TWO OR MORE APPLIANCESWITH TYPE B DOUBLE-WALL VENT AND TYPE B DOUBLE-WALL VENT CONNECTOR <\/td>\n<\/tr>\n
1040<\/td>\nFIGURE CB102.5(2)\u2014VENT SYSTEM SERVING TWO OR MORE APPLIANCESWITH TYPE B DOUBLE-WALL VENT AND SINGLE-WALL METAL VENT CONNECTORS
FIGURE CB102.5(3)\u2014MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT CONNECTOR <\/td>\n<\/tr>\n
1041<\/td>\nFIGURE CB102.5(4)\u2014MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH SINGLE-WALL METAL VENT CONNECTORS
FIGURE CB102.5(5)\u2014ASBESTOS CEMENT TYPE B OR SINGLE-WALL METALVENT SYSTEM SERVING TWO OR MORE DRAFT HOOD-EQUIPPED APPLIANCES <\/td>\n<\/tr>\n
1042<\/td>\nFIGURE CB102.5(7)\u2014USE OF OFFSET COMMON VENTS WITH SINGLE-WALL METAL VENT CONNECTORS <\/td>\n<\/tr>\n
1043<\/td>\nFIGURE CB102.5(8)\u2014MULTISTORY GAS VENT DESIGN PROCEDURE FOR EACH SEGMENT OF SYSTEM
FIGURE CB102.5(9)\u2014MULTISTORY VENT SYSTEMS <\/td>\n<\/tr>\n
1044<\/td>\nFIGURE CB102.5(10)\u201499% WINTER DESIGN TEMPERATURES FOR THE CONTIGUOUS UNITED STATES <\/td>\n<\/tr>\n
1045<\/td>\nAPPENDIX CC RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION
SECTION CC101\u2014GENERAL
SECTION CC102\u2014OCCUPANT AND INSPECTOR SAFETY <\/td>\n<\/tr>\n
1046<\/td>\nSECTION CC103\u2014GAS PIPING AND CONNECTIONS INSPECTIONS
SECTION CC104\u2014INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE NOT OPERATING <\/td>\n<\/tr>\n
1047<\/td>\nSECTION CC105\u2014INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE OPERATING <\/td>\n<\/tr>\n
1048<\/td>\nSECTION CC106\u2014APPLIANCE-SPECIFIC INSPECTIONS <\/td>\n<\/tr>\n
1049<\/td>\nTABLE CC106\u2014CO THRESHOLDS <\/td>\n<\/tr>\n
1050<\/td>\nTABLE CC106\u2014CO THRESHOLDS\u2014continued <\/td>\n<\/tr>\n
1051<\/td>\nAPPENDIX CD PIPING STANDARDS FOR VARIOUS APPLICATIONS
SECTION CD101\u2014PLASTIC PIPING STANDARDS <\/td>\n<\/tr>\n
1052<\/td>\nTABLE CD101.1\u2014PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONSa, b <\/td>\n<\/tr>\n
1053<\/td>\nTABLE CD101.1\u2014PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONSa, b\u2014continued <\/td>\n<\/tr>\n
1054<\/td>\nSECTION CD102 \u2014REFERENCED STANDARDS
TABLE CD102.1\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n
1055<\/td>\nTABLE CD102.1\u2014REFERENCED STANDARDS\u2014continued <\/td>\n<\/tr>\n
1056<\/td>\nAPPENDIX CE VENTING METHODS
SECTION CE101\u2014VENTING METHODS
FIGURE CE101.1(1)\u2014TYPICAL SINGLE-BATH WET-VENT ARRANGEMENTS <\/td>\n<\/tr>\n
1057<\/td>\nFIGURE CE101.1(2)\u2014TYPICAL DOUBLE-BATH WET-VENT ARRANGEMENTS <\/td>\n<\/tr>\n
1058<\/td>\nFIGURE CE101.1(3)\u2014TYPICAL HORIZONTAL WET VENTING <\/td>\n<\/tr>\n
1059<\/td>\nFIGURE CE101.1(4)\u2014TYPICAL METHODS OF WET VENTING <\/td>\n<\/tr>\n
1060<\/td>\nFIGURE CE101.1(5)\u2014SINGLE-STACK SYSTEM FOR A TWO-STORY DWELLING <\/td>\n<\/tr>\n
1061<\/td>\nFIGURE CE101.1(6)\u2014WASTE STACK VENTING
FIGURE CE101.1(7)\u2014CIRCUIT VENT WITH ADDITIONAL NONCIRCUIT-VENTED BRANCH <\/td>\n<\/tr>\n
1062<\/td>\nAPPENDIX CF SIZING OF WATER PIPING SYSTEM
SECTION CF101\u2014GENERAL
SECTION CF102\u2014INFORMATION REQUIRED
SECTION CF103\u2014SELECTION OF PIPE SIZE <\/td>\n<\/tr>\n
1064<\/td>\nFIGURE CF103.3(1)\u2014EXAMPLE\u2014SIZING <\/td>\n<\/tr>\n
1065<\/td>\nTABLE CF103.3(1)\u2014RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS <\/td>\n<\/tr>\n
1066<\/td>\nTABLE CF103.3(2)\u2014LOAD VALUES ASSIGNED TO FIXTURESa <\/td>\n<\/tr>\n
1067<\/td>\nFIGURE CF103.3(2)\u2014FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B88 COPPER TUBING) <\/td>\n<\/tr>\n
1068<\/td>\nTABLE CF103.3(3)\u2014TABLE FOR ESTIMATING DEMAND <\/td>\n<\/tr>\n
1069<\/td>\nTABLE CF103.3(3)\u2014TABLE FOR ESTIMATING DEMAND\u2014continued
FIGURE CF103.3(3)\u2014FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B88 COPPER TUBING) <\/td>\n<\/tr>\n
1070<\/td>\nTABLE CF103.3(4)\u2014LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH (psi) <\/td>\n<\/tr>\n
1071<\/td>\nFIGURE CF103.3(4)\u2014FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B88 COPPER TUBING)
TABLE CF103.3(5)\u2014ALLOWANCE IN EQUIVALENT LENGTHS OF PIPE FOR FRICTION LOSS IN VALVES AND THREADED FITTINGS (feet) <\/td>\n<\/tr>\n
1072<\/td>\nFIGURE CF103.3(5)\u2014FRICTION LOSS IN FAIRLY SMOOTH PIPEa
TABLE CF103.3(6)\u2014PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEa (feet) <\/td>\n<\/tr>\n
1073<\/td>\nTABLE CF103.3(6)\u2014PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEa (feet)\u2014continued
FIGURE CF103.3(6)\u2014FRICTION LOSS IN FAIRLY ROUGH PIPEa <\/td>\n<\/tr>\n
1074<\/td>\nFIGURE CF103.3(7)\u2014FRICTION LOSS IN ROUGH PIPEa <\/td>\n<\/tr>\n
1077<\/td>\nTABLE CF103.3.1(1)\u2014SUMMATION OF DEVELOPED PIPING LENGTHS
TABLE CF103.3.1(2)\u2014FITTING PRESSURE LOSSES EXPRESSED IN EQUIVALENT LENGTHS (formerly Table AP.1)
TABLE CF103.3.1(3)\u2014TOTAL FRICTION LOSS EQUIVALENT PIPING LENGTH (formerly Table AP.2)
SECTION CF201\u2014SELECTION OF PIPE SIZE <\/td>\n<\/tr>\n
1078<\/td>\nTABLE CF201.1\u2014MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.) <\/td>\n<\/tr>\n
1081<\/td>\nAPPENDIX CG NONSEWERED SANITATION SYSTEMS
CG101\u2014GENERAL
CG102\u2014DEFINITIONS
CG103\u2014INSTALLATION
CG104\u2014MANUAL REQUIRED
CG105\u2014SYSTEM OUTPUT
CG106\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n
1082<\/td>\nTABLE CG106.1\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n
1083<\/td>\nAPPENDIX CH PRIVATE SEWAGE DISPOSAL
SECTION CH101\u2014GENERAL <\/td>\n<\/tr>\n
1084<\/td>\nAPPENDIX NA RESERVED <\/td>\n<\/tr>\n
1085<\/td>\nAPPENDIX NB (RB) SOLAR-READY PROVISIONS\u2014DETACHED ONE- AND TWO-FAMILY DWELLINGS AND TOWNHOUSES
SECTION NB101 (RB101)\u2014SCOPE
SECTION NB102 (RB102)\u2014GENERAL DEFINITION
SECTION NB103 (RB103)\u2014SOLAR-READY ZONE <\/td>\n<\/tr>\n
1086<\/td>\nAPPENDIX NC (RC) ZERO NET ENERGY RESIDENTIAL BUILDING PROVISIONS
SECTION NC101 (RC101)\u2014COMPLIANCE
SECTION NC102 (RC102)\u2014GENERAL DEFINITIONS
SECTION NC103 (RC103)\u2014ZERO NET ENERGY RESIDENTIAL BUILDINGS <\/td>\n<\/tr>\n
1087<\/td>\nTABLE NC103.5 (RC103.5)\u2014MAXIMUM ENERGY RATING INDEX
SECTION NC104 (RC104)\u2014REFERENCED STANDARDS
TABLE NC104.1 (RC104.1)\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n
1088<\/td>\nAPPENDIX ND (RD) ELECTRIC ENERGY STORAGE PROVISIONS
SECTION ND101 (RD101)\u2014SCOPE
SECTION ND102 (RD102)\u2014GENERAL DEFINITION
SECTION ND103 (RD103)\u2014ELECTRICAL ENERGY STORAGE <\/td>\n<\/tr>\n
1089<\/td>\nAPPENDIX NE (RE) ELECTRIC VEHICLE CHARGING INFRASTRUCTURE
SECTION NE101 (RE101)\u2014ELECTRIC VEHICLE POWER TRANSFER <\/td>\n<\/tr>\n
1091<\/td>\nAPPENDIX NF (RF) ALTERNATIVE BUILDING THERMAL ENVELOPE INSULATION R-VALUE OPTIONS
SECTION NF101 (RF101)\u2014GENERAL
SECTION NF102 (RF102)\u2014ABOVE-GRADE WALL ASSEMBLIES <\/td>\n<\/tr>\n
1092<\/td>\nTABLE NF102.1 (RF102.1)\u2014ASSEMBLY U-FACTORS FOR WOOD-FRAMED WALLSa, b, c, d, e, f <\/td>\n<\/tr>\n
1093<\/td>\nTABLE NF102.1 (RF102.1)\u2014ASSEMBLY U-FACTORS FOR WOOD-FRAMED WALLSa, b, c, d, e, f\u2014continued <\/td>\n<\/tr>\n
1094<\/td>\nTABLE NF102.1 (RF102.1)\u2014ASSEMBLY U-FACTORS FOR WOOD-FRAMED WALLSa, b, c, d, e, f\u2014continued <\/td>\n<\/tr>\n
1095<\/td>\nTABLE NF102.1 (RF102.1)\u2014ASSEMBLY U-FACTORS FOR WOOD-FRAMED WALLSa, b, c, d, e, f\u2014continued <\/td>\n<\/tr>\n
1096<\/td>\nSECTION NF103 (RF103)\u2014ROOF AND CEILING ASSEMBLIES\u2014RESERVED
SECTION NF104 (RF104)\u2014FLOOR ASSEMBLIES\u2014RESERVED
SECTION NF105 (RF105)\u2014BASEMENT AND CRAWL SPACE WALLS
TABLE NF105.1 (RF105.1)\u2014U-FACTORS FOR BASEMENT AND CRAWL SPACE WALLSa <\/td>\n<\/tr>\n
1097<\/td>\nTABLE NF105.1 (RF105.1)\u2014U-FACTORS FOR BASEMENT AND CRAWL SPACE WALLSa\u2014continued
SECTION NF106 (RF106)\u2014SLABS-ON-GRADE
TABLE NF106.1 (RF106.1)\u2014F-FACTORS FOR SLABS-ON-GRADEa, b, c, d, e, f <\/td>\n<\/tr>\n
1098<\/td>\nTABLE NF106.1 (RF106.1)\u2014F-FACTORS FOR SLABS-ON-GRADEa, b, c, d, e, f\u2014continued <\/td>\n<\/tr>\n
1099<\/td>\nAPPENDIX NG (RG) 2024 IECC STRETCH CODE
SECTION NG101 (RG101)\u2014COMPLIANCE <\/td>\n<\/tr>\n
1100<\/td>\nTABLE NG101.2 (RG101.2) (N1106.5)\u2014MAXIMUM ENERGY RATING INDEX <\/td>\n<\/tr>\n
1101<\/td>\nAPPENDIX NH (RH) OPERATIONAL CARBON RATING AND ENERGY REPORTING
SECTION NH101 (RH101)\u2014GENERAL DEFINITIONS
SECTION NH102 (RH102)\u2014COMPLIANCE <\/td>\n<\/tr>\n
1103<\/td>\nAPPENDIX NI (RI) ON-SITE RENEWABLE ENERGY
SECTION NI101 (RI101)\u2014GENERAL
SECTION NI102 (RI102)\u2014GENERAL DEFINITIONS
SECTION NI103 (RI103)\u2014ON-SITE RENEWABLE ENERGY <\/td>\n<\/tr>\n
1104<\/td>\nTABLE NI103.1.1.1 (RI103.1.1.1)\u2014PERFORMANCE CRITERIA FOR STANDARD REFERENCE DESIGN PHOTOVOLTAIC SYSTEMS
TABLE NI103.1.2 (RI103.1.2)\u2014MAXIMUM ENERGY RATING INDEX INCLUDING OPP <\/td>\n<\/tr>\n
1105<\/td>\nAPPENDIX NJ (RJ) DEMAND RESPONSIVE CONTROLS
SECTION NJ101 (RJ101)\u2014DEMAND RESPONSIVE WATER HEATING
TABLE NJ101.1 (RJ101.1)\u2014DEMAND RESPONSIVE CONTROLS FOR WATER HEATING
SECTION NJ102 (RJ102)\u2014REFERENCED STANDARDS
TABLE NJ102.1 (RJ102.1)\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n
1106<\/td>\nAPPENDIX NK (RK) ELECTRIC-READY RESIDENTIAL BUILDING PROVISIONS
SECTION NK101 (RK101)\u2014ELECTRIC READINESS <\/td>\n<\/tr>\n
1107<\/td>\nAPPENDIX NL (RL) RENEWABLE ENERGY INFRASTRUCTURE
SECTION NL101 (RL101)\u2014RENEWABLE ENERGY INFRASTRUCTURE <\/td>\n<\/tr>\n
1109<\/td>\nINDEX <\/td>\n<\/tr>\n
1118<\/td>\nRESOURCE A ALL-ELECTRIC RESIDENTIAL BUILDINGS
SECTION A101 (RRA101)\u2014GENERAL
SECTION A102 (RRA102)\u2014GENERAL DEFINITIONS
SECTION A103 (RRA103)\u2014ALL-ELECTRIC RESIDENTIAL BUILDINGS <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

International Residential Code<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ICC<\/b><\/a><\/td>\n2024<\/td>\n1123<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":465674,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-465667","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\/465667","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\/465674"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=465667"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=465667"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=465667"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}