Name: VA ResidentialCode 2015 1stEdition PDF - PDF Standards Store
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1	2015 VIRGINIA RESIDENTIAL CODE
2	2015 VIRGINIA RESIDENTIAL CODE TITLE PAGE
3	COPYRIGHT
4	PREFACE
6	TABLE OF CONTENTS
14	CHAPTER 1 ADMINISTRATION SECTION 101 GENERAL SECTION 102 PURPOSE AND SCOPE SECTION 103 APPLICATION OF CODE
16	SECTION 104 ENFORCEMENT, GENERALLY SECTION 105 LOCAL BUILDING DEPARTMENT
17	SECTION 106 POWERS AND DUTIES OF THE BUILDING OFFICIAL
18	SECTION 107 FEES SECTION 108 APPLICATION FOR PERMIT
20	SECTION 109 CONSTRUCTION DOCUMENTS
21	SECTION 110 PERMITS
22	SECTION 111 RDP SERVICES SECTION 112 WORKMANSHIP, MATERIALS AND EQUIPMENT
25	SECTION 113 INSPECTIONS
26	SECTION 114 STOP WORK ORDERS SECTION 115 VIOLATIONS
27	SECTION 116 CERTIFICATES OF OCCUPANCY
28	SECTION 117 TEMPORARY AND MOVED BUILDINGS AND STRUCTURES; DEMOLITION SECTION 118 UNSAFE BUILDINGS OR STRUCTURES
29	SECTION 119 APPEALS
32	PART II—DEFINITIONS CHAPTER 2 DEFINITIONS SECTION R201 GENERAL SECTION R202 DEFINITIONS
48	PART III—BUILDING PLANNING AND CONSTRUCTION CHAPTER 3 BUILDING PLANNING SECTION R301 DESIGN CRITERIA
50	TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
51	TABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEANROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf)a, b, c, d, e
52	TABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2) FIGURE R301.2(1) ISOLINES OF THE 97 1/2 -PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES (°F)
53	FIGURE R301.2(2) SEISMIC DESIGN CATEGORIES—SITE CLASS D
54	FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D
55	FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D
56	FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D
57	FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D
58	FIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETEa, b
59	FIGURE R301.2(4)A ULTIMATE DESIGN WIND SPEEDS
60	FIGURE R301.2(4)B REGIONS WHERE WIND DESIGN IS REQUIRED
61	FIGURE R301.2(5) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb/ft2)
62	FIGURE R301.2(5)—continued GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb/ft2)
63	FIGURE R301.2(6) TERMITE INFESTATION PROBABILITY MAP
64	FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d TABLE R301.2.1.3 WIND SPEED CONVERSIONSa
66	TABLE R301.2.1.5.1 ULTIMATE DESIGN WIND SPEED MODIFICATION FOR TOPOGRAPHIC WIND EFFECTa, b FIGURE R301.2.1.5.1(1) TOPOGRAPHIC FEATURES FOR WIND SPEED-UP EFFECT FIGURE R301.2.1.5.1(2) ILLUSTRATION OF WHERE ON A TOPOGRAPHIC FEATURE, WIND SPEED INCREASE IS APPLIED
67	FIGURE R301.2.1.5.1(3) UPWIND OBSTRUCTION TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION
70	TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot)
71	TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSb, c SECTION R302 FIRE-RESISTANT CONSTRUCTION
72	TABLE R302.1(1) EXTERIOR WALLS TABLE R302.1(2) EXTERIOR WALLS—DWELLINGS WITH FIRE SPRINKLERS
74	TABLE R302.6 DWELLING-GARAGE SEPARATION
76	SECTION R303 LIGHT, VENTILATION AND HEATING
77	SECTION R304 MINIMUM ROOM AREAS SECTION R305 CEILING HEIGHT
78	SECTION R306 SANITATION SECTION R307 TOILET, BATH AND SHOWER SPACES SECTION R308 GLAZING
79	FIGURE R307.1 MINIMUM FIXTURE CLEARANCES
80	TABLE R308.3.1(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201 TABLE R308.3.1(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1
81	FIGURE R308.4.7 PROHIBITED GLAZING LOCATIONS AT BOTTOM STAIR LANDINGS
82	SECTION R309 GARAGES AND CARPORTS SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS
84	SECTION R311 MEANS OF EGRESS
87	SECTION R312 GUARDS AND WINDOW FALL PROTECTION SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS
88	SECTION R314 SMOKE ALARMS
89	SECTION R315 CARBON MONOXIDE ALARMS SECTION R316 FOAM PLASTIC
91	SECTION R317 PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY
92	SECTION R318 PROTECTION AGAINST SUBTERRANEAN TERMITES
93	SECTION R319 SITE ADDRESS SECTION R320 ACCESSIBILITY SECTION R321 ELEVATORS AND PLATFORM LIFTS SECTION R322 FLOOD-RESISTANT CONSTRUCTION
97	SECTION R323 STORM SHELTERS SECTION 324 SOLAR ENERGY SYSTEMS SECTION R325 MEZZANINES SECTION R326 SWIMMING POOLS, SPAS AND HOT TUBS
98	SECTION R327 RADON-RESISTANT CONSTRUCTION SECTION R328 PATIO COVERS SECTION R329 SOUND TRANSMISSION SECTION R330 FIRE EXTINGUISHERS SECTION R331 INTERIOR PASSAGE
100	CHAPTER 4 FOUNDATIONS SECTION R401 GENERAL TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa SECTION R402 MATERIALS
101	TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SECTION R403 FOOTINGS
103	TABLE R403.1(1) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION (inches)a, b
104	TABLE R403.1(2) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION WITH BRICK VENEER (inches)a, b
105	TABLE R403.1(3) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS WITH CAST-IN-PLACE CONCRETE OR FULLY GROUTED MASONRY WALL CONSTRUCTION (inches)a, b
106	FIGURE R403.1(1) PLAIN CONCRETE FOOTINGS WITH MASONRY AND CONCRETE STEM WALLS IN SDC A, B AND Ca, b, c, d, e, f
107	FIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION
108	FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION
109	FIGURE R403.1.3 REINFORCED CONCRETE FOOTINGS AND MASONRY AND CONCRETE STEM WALLS IN SDC D0, D1 AND D2a, b, c, d, e, f,
111	FIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES
113	FIGURE R403.3(1) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS
114	TABLE R403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGSa
115	FIGURE R403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD
116	TABLE R403.3(2) AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
117	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
118	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
119	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
120	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
121	FIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE
122	FIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE TABLE R403.4 MINIMUM DEPTH OF CRUSHED STONE FOOTINGSa (D), (inches)
123	FIGURE R403.4(1) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL BEARING ON CRUSHED STONE FIGURE R403.4(2) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL ON SPREAD FOOTING SECTION R404 FOUNDATION AND RETAINING WALLS
124	TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLSf
125	TABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 5 INCHESa, c, f
126	TABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 6.75 INCHESa, c, f
127	TABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 8.75 INCHESa, c, f
128	TABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLSa, b
129	TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, g, h, i, j, k
130	TABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i, j
131	TABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i, j
132	TABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, g, h, i, j
133	TABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, f, h, i, j, k
134	TABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLSb, c, d, e, g, h, i, j
135	TABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10- AND 12-INCH NOMINAL FLAT BASEMENT WALLSb, c, d, e, f, h, i, k, n, o
136	TABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEELa, b, c
140	FIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS
142	TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure) SECTION R405 FOUNDATION DRAINAGE
143	TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM
144	SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING SECTION R407 COLUMNS
145	SECTION R408 UNDER-FLOOR SPACE
148	CHAPTER 5 FLOORS SECTION R501 GENERAL SECTION R502 WOOD FLOOR FRAMING
149	FIGURE R502.2 FLOOR CONSTRUCTION
150	TABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)a
151	TABLE R502.3.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)a
152	TABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)b
153	TABLE R502.3.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)b
154	TABLE R502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLYa, b, c, f, g, h (Floor Live Load ≤ 40 psf, Roof Live Load ≤ 20 psf) TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONYa, b, e, f
156	FIGURE R502.8 CUTTING, NOTCHING AND DRILLING
157	SECTION R503 FLOOR SHEATHING TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa
158	TABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENTa, b, c SECTION R504 PRESSURE PRESERVATIVE-TREATED WOOD FLOORS (ON GROUND)
159	SECTION R505 COLD-FORMED STEEL FLOOR FRAMING FIGURE R505.1.2 IN-LINE FRAMING
160	FIGURE R505.2.3(1) C-SHAPED SECTION FIGURE R505.2.3(2) TRACK SECTION TABLE R505.2.3 COLD-FORMED STEEL JOIST SIZES AND THICKNESS
161	FIGURE R505.2.6.1 FLOOR JOIST WEB HOLES
162	FIGURE R505.2.6.3 FLOOR JOIST WEB HOLE PATCH TABLE R505.3.1(1) FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTSa, b
163	TABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa FIGURE 505.3.1(1) FLOOR TO EXTERIOR LOAD-BEARING WALL STUD CONNECTION
164	FIGURE R505.3.1(2) FLOOR TO WOOD SILL CONNECTION FIGURE R505.3.1(3) FLOOR TO FOUNDATION CONNECTION
165	FIGURE R505.3.1(4) CANTILEVERED FLOOR TO FOUNDATION CONNECTION FIGURE R505.3.1(5) CANTILEVERED FLOOR TO WOOD SILL CONNECTION
166	FIGURE R505.3.1(6) CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION FIGURE R505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL
167	FIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL FIGURE R505.3.1(9) BEARING STIFFENERS FOR END JOISTS
168	TABLE R505.3.2 ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—SINGLE OR CONTINUOUS SPANSa, b, c, d, e
169	FIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID) FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP)
170	FIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS
171	FIGURE R505.3.4(2) BEARING STIFFENER FIGURE R505.3.7 TRACK SPLICE
172	FIGURE R505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION—6-FOOT FLOOR OPENING FIGURE R505.3.8(2) COLD-FORMED STEEL FLOOR CONSTRUCTION—8-FOOT FLOOR OPENING
173	FIGURE R505.3.8(3) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—6-FOOT OPENING FIGURE R505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—8-FOOT OPENING
174	SECTION R506 CONCRETE FLOORS (ON GROUND) SECTION R507 EXTERIOR DECKS
175	TABLE R507.2 DECK LEDGER CONNECTION TO BAND JOISTa, b (Deck live load = 40 psf, deck dead load = 10 psf, snow load ≤ 40 psf) TABLE R507.2.1 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS
176	FIGURE R507.2.1(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FIGURE R507.2.1(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS
177	FIGURE 507.2.3(1) DECK ATTACHMENT FOR LATERAL LOADS FIGURE R507.2.3(2) DECK ATTACHMENT FOR LATERAL LOADS
178	TABLE R507.4 MAXIMUM JOIST SPACING TABLE R507.5 DECK JOIST SPANS FOR COMMON LUMBER SPECIES (ft. – in.) FIGURE R507.5 TYPICAL DECK JOIST SPANS
179	TABLE R507.6 DECK BEAM SPAN LENGTHSa, b (ft. – in.) FIGURE R507.6 TYPICAL DECK BEAM SPANS
180	TABLE R507.8 DECK POST HEIGHTa FIGURE R507.7.1 DECK BEAM TO DECK POST FIGURE R507.8.1 TYPICAL DECK POSTS TO DECK FOOTINGS
182	CHAPTER 6 WALL CONSTRUCTION SECTION R601 GENERAL SECTION R602 WOOD WALL FRAMING
183	TABLE R602.3(1) FASTENING SCHEDULE
184	TABLE R602.3(1)—continued FASTENING SCHEDULE
185	TABLE 602.3(1) FASTENING SCHEDULE—continued
186	TABLE R602.3(1)—continued FASTENING SCHEDULE TABLE R602.3.2 SINGLE TOP-PLATE SPLICE CONNECTION DETAILS
187	TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1)
188	TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1)—continued TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa, b, c TABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHINGa
189	TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDSa FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING
190	FIGURE R602.3(2) FRAMING DETAILS
192	FIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS
193	FIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING
194	TABLE R602.7(1) GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas Fir-larch, Hem-fir, Southern Pine and Spruce-pine-firb and required number of jack studs)
195	TABLE R602.7(1)—continued GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas Fir-larch, Hem-fir, Southern Pine and Spruce-pine-firb and required number of jack studs)
196	TABLE R602.7(2) GIRDER SPANSa AND HEADER SPANSa FOR INTERIOR BEARING WALLS (Maximum spans for Douglas Fir-larch, Hem-fir, Southern Pine and Spruce-pine-firb and required number of jack studs) TABLE R602.7(3) GIRDER AND HEADER SPANSa FOR OPEN PORCHES (Maximum span for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb)
197	FIGURE R602.7.1(1) SINGLE MEMBER HEADER IN EXTERIOR BEARING WALL FIGURE R602.7.1(2) ALTERNATIVE SINGLE MEMBER HEADER WITHOUT CRIPPLE FIGURE R602.7.2 RIM BOARD HEADER CONSTRUCTION
198	TABLE R602.7.3 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa FIGURE R602.7.3 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION
199	TABLE R602.7.5 MINIMUM NUMBER OF FULL HEIGHT STUDS AT EACH END OF HEADERS IN EXTERIOR WALLS FIGURE R602.10.1.1 BRACED WALL LINES
200	TABLE R602.10.1.3 BRACED WALL LINE SPACING FIGURE R602.10.1.4 ANGLED WALLS
201	FIGURE R602.10.2.2 LOCATION OF BRACED WALL PANELS
203	TABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED
204	TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED
205	TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED
206	TABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING
207	TABLE R602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY
208	TABLE R602.10.3(3)—continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY
209	TABLE R602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING
210	TABLE R602.10.4 BRACING METHODS
211	TABLE R602.10.4—continued BRACING METHODS
212	TABLE R602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS
213	FIGURE R602.10.5 BRACED WALL PANELS WITH CONTINUOUS SHEATHING TABLE R602.10.5.2 PARTIAL CREDIT FOR BRACED WALL PANELS LESS THAN 48 INCHES IN ACTUAL LENGTH
214	TABLE R602.10.6.1 MINIMUM HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS FIGURE R602.10.6.1 METHOD ABW—ALTERNATE BRACED WALL PANEL
215	FIGURE R602.10.6.2 METHOD PFH—PORTAL FRAME WITH HOLD-DOWNS FIGURE R602.10.6.3 METHOD PFG—PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C
216	FIGURE R602.10.6.4 METHOD CS-PF—CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION
217	TABLE R602.10.6.4 TENSION STRAP CAPACITY FOR RESISTING WIND PRESSURES PERPENDICULAR TO METHODS PFH, PFG AND CS-PF BRACED WALL PANELS
218	TABLE R602.10.6.5 METHOD BV-WSP WALL BRACING REQUIREMENTS
219	FIGURE R602.10.6.5 METHOD BV-WSP—WALL BRACING FOR DWELLINGS WITH STONE AND MASONRY VENEER IN SEISMIC DESIGN CATEGORIES D0, D1 and D2
220	FIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING
221	FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING
222	FIGURE R602.10.8.2(1) BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS FIGURE R602.10.8.2(2) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES FIGURE R602.10.8.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES
223	FIGURE R602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS
225	FIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION
226	TABLE R602.12.2 BRACED WALL PANEL LENGTHS FIGURE R602.12.3 CURCUMSCRIBED RECTANGLES
227	TABLE R602.12.4 REQUIRED LENGTH OF BRACING ALONG EACH SIDE OF A CIRCUMSCRIBED RECTANGLEa, b, c FIGURE R602.12.4.1 BRACED WALL PANEL ASSIGNMENT TO RECTANGLE SIDES
228	FIGURE R602.12.4.3 COMMON SIDES WITH SKEWED RECTANGLES
229	FIGURE R602.12.6 PANEL DISTRIBUTION SECTION R603 COLD-FORMED STEEL WALL FRAMING
230	FIGURE R603.1.2 IN-LINE FRAMING FIGURE R603.2.3(1) C-SHAPED SECTION FIGURE R603.2.3(2) TRACK SECTION
231	TABLE R603.2.3 LOAD-BEARING COLD-FORMED STEEL STUD SIZES AND THICKNESSES FIGURE R603.2.6.1 WALL STUD WEB HOLES
232	FIGURE R603.2.6.3 WALL STUD WEB HOLE PATCH
233	TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa, b
234	TABLE R603.3.1.1(1) GABLE ENDWALL TO FLOOR CONNECTION REQUIREMENTSa, b, c TABLE R603.3.1.1(2) GABLE ENDWALL BOTTOM TRACK TO FOUNDATION CONNECTION REQUIREMENTSa, b, c FIGURE R603.3.1(1) WALL TO FLOOR CONNECTION
235	FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION FIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION
236	FIGURE R603.3.1(4) WIND UPLIFT CONNECTOR TABLE R603.3.2(1) WALL FASTENING SCHEDULEa
237	TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d
238	TABLE R603.3.2(3) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d
239	TABLE R603.3.2(4) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d
240	TABLE R603.3.2(5) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d
241	TABLE R603.3.2(6) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d
242	TABLE R603.3.2(7) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d
243	TABLE R603.3.2(8) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d
244	TABLE R603.3.2(9) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d
245	TABLE R603.3.2(10) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d
246	TABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d
247	TABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d
248	TABLE R603.3.2(13) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d
249	TABLE R603.3.2(14) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d
250	TABLE R603.3.2(15) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d
251	TABLE R603.3.2(16) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d
252	TABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa, b, c, d
253	TABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa, b, c, d
254	FIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY FIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL
255	FIGURE R603.3.5 TRACK SPLICE FIGURE R603.4 CORNER FRAMING
256	FIGURE R603.6(1) BOX BEAM HEADER FIGURE R603.6(2) BACK-TO-BACK HEADER
257	TABLE R603.6(1) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Onlya, b, d
258	TABLE R603.6(2) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Onlya, b, d
259	TABLE R603.6(3) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceilinga, b, d
260	TABLE R603.6(4) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceilinga, b, d
261	TABLE R603.6(5) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceilinga, b, d
262	TABLE R603.6(6) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceilinga, b, d
263	FIGURE R603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL FIGURE R603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL
264	TABLE R603.7(1) TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING TABLE R603.7(2) HEADER TO KING STUD CONNECTION REQUIREMENTSa, b, c, d
265	TABLE R603.8 HEAD AND SILL TRACK SPAN FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN
266	TABLE R603.9.2(1) MINIMUM PERCENTAGE OF FULL-HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLSa, b TABLE R603.9.2(2) FULL-HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS FIGURE R603.9.4.2 CORNER STUD HOLD-DOWN DETAIL
267	TABLE R603.9.5(1) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 33-MIL COLD-FORMED STEEL FRAMING AND 6-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING
268	TABLE R603.9.5(2) REQUIRED 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
269	TABLE R603.9.5(3) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 33-MIL COLD-FORMED STEEL FRAMING AND 4-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING
270	TABLE R603.9.5(4) REQUIRED 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 SECTION R604 WOOD STRUCTURAL PANELS SECTION R605 PARTICLEBOARD SECTION R606 GENERAL MASONRY CONSTRUCTION
271	TABLE R606.2.7 MORTAR PROPORTIONSa, b
272	TABLE R606.2.11 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION TABLE R606.3.4.1 MINIMUM CORROSION PROTECTION
273	TABLE R606.3.5.1 GROUT SPACE DIMENSIONS AND POUR HEIGHTS
274	TABLE R606.6.4 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS
276	TABLE R606.9 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY
277	FIGURE R606.11(1) ANCHORAGE REQUIREMENTS FOR MASONRY WALLS LOCATED IN SEISMIC DESIGN CATEGORY A, B OR C AND WHERE WIND LOADS ARE LESS THAN 30 PSF
278	FIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C
279	FIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1 OR D2
280	TABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES
281	TABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDINGS ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1 TABLE R606.12.4.1 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 TABLE R606.12.4.2 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2
282	SECTION R607 GLASS UNIT MASONRY
283	FIGURE R607.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE
284	SECTION R608 EXTERIOR CONCRETE WALL CONSTRUCTION
285	TABLE R608.3 DIMENSIONAL REQUIREMENTS FOR WALLSa, b FIGURE R608.3(1) FLAT WALL SYSTEM
286	FIGURE R608.3(2) WAFFLE-GRID WALL SYSTEM FIGURE R608.3(3) SCREEN-GRID WALL SYSTEM
288	TABLE R608.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS FIGURE R608.5.4(1) LAP SPLICES
289	FIGURE R608.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION FIGURE R608.5.4(3) STANDARD HOOKS
290	TABLE R608.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND/OR ALTERNATIVE GRADE OF STEELa, b, c
292	FIGURE R608.6(1) ABOVE-GRADE CONCRETE WALL CONSTRUCTION ONE STORY FIGURE R608.6(2) ABOVE-GRADE CONCRETE WALL CONSTRUCTION CONCRETE FIRST STORY AND LIGHT-FRAMED SECOND STORY FIGURE R608.6(3) ABOVE-GRADE CONCRETE WALL CONSTRUCTION TWO-STORY FIGURE R608.6(4) ABOVE-GRADE CONCRETE WALL SUPPORTED ON MONOLITHIC SLAB-ON-GROUND FOOTING
293	TABLE R608.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLSa, b, c, d, e
294	TABLE R608.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLSa, b, c, d, e
295	TABLE R608.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLSa, b, c, d, e
296	TABLE R608.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLSa, b, c, d, e, k, l
297	EQUATION R6-1 EQUATION R6-2
298	TABLE R608.7(1A) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORYa, c, d, e, f, g
299	TABLE R608.7(1A)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORYa, c, d, e, f, g
300	TABLE R608.7(1B) UNREDUCED 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
301	TABLE R608.7(1B)—continued UNREDUCED 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
302	TABLE R608.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa, c, d, e, f, g
303	TABLE R608.7(1C)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa, c, d, e, f, g
304	TABLE R608.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEETa TABLE R608.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEETa, b
305	TABLE R608.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLSa, c
306	FIGURE R608.7(1) MINIMUM SOLID WALL LENGTH
308	FIGURE R608.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL
309	FIGURE R608.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS
310	FIGURE R608.8(1) REINFORCEMENT OF OPENINGS
311	FIGURE R608.8(2) LINTEL FOR FLAT WALLS FIGURE R608.8(3) LINTELS FOR WAFFLE-GRID WALLS
312	FIGURE R608.8(4) LINTELS FOR SCREEN-GRID WALLS
313	TABLE R608.8(1) LINTEL DESIGN LOADING CONDITIONSa, b, d
314	TABLE R608.8(2) MAXIMUM 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
315	TABLE R608.8(2)—continued MAXIMUM 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
316	TABLE R608.8(3) MAXIMUM 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
317	TABLE R608.8(3)—continued MAXIMUM 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
318	TABLE R608.8(4) MAXIMUM 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
319	TABLE R608.8(4)—continued MAXIMUM 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
320	TABLE R608.8(5) MAXIMUM 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
321	TABLE R608.8(5)—continued MAXIMUM 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
322	TABLE R608.8(6) MAXIMUM 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
323	TABLE R608.8(6)—continued MAXIMUM 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
324	TABLE R608.8(7) MAXIMUM 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
325	TABLE R608.8(7)—continued MAXIMUM 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
326	TABLE R608.8(8) MAXIMUM 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
327	TABLE R608.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g, h
328	TABLE R608.8(9)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g, h TABLE R608.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN-GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSc, d, e, f, g
330	FIGURE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
331	TABLE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b
332	FIGURE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
333	TABLE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b
334	FIGURE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING, PERPENDICULAR
335	TABLE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
336	FIGURE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
337	TABLE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
338	FIGURE R608.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
339	TABLE R608.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c
340	FIGURE R608.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
341	TABLE R608.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b, c
342	FIGURE R608.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
343	TABLE R608.9(7) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
344	FIGURE R608.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
345	TABLE R608.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
346	FIGURE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
347	TABLE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
348	FIGURE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
349	TABLE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
350	FIGURE R608.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
351	TABLE R608.9(11) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
352	FIGURE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
353	TABLE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
354	SECTION R609 EXTERIOR WINDOWS AND DOORS
355	FIGURE R609.7.2(1) THROUGH THE FRAME FIGURE R609.7.2(2) FRAME CLIP FIGURE R609.7.2(3) THROUGH THE FRAME FIGURE R609.7.2(4) FRAME CLIP
356	FIGURE R609.7.2(5) THROUGH THE FLANGE FIGURE R609.7.2(6) THROUGH THE FLANGE FIGURE R609.7.2(7) FRAME CLIP FIGURE R609.7.2(8) THROUGH THE FLANGE
357	SECTION R610 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION TABLE R610.3.1 MINIMUM PROPERTIES FOR POLYURETHANE INSULATION USED AS SIPS CORE
358	TABLE R610.3.2 MINIMUM PROPERTIESa FOR ORIENTED STRAND BOARD FACER MATERIAL IN SIP WALLS FIGURE R610.4 SIP WALL PANEL
359	TABLE R610.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY (inches)a
360	TABLE R610.5(2) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF ONLY (inches)a
361	FIGURE R610.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS FIGURE R610.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
362	FIGURE R610.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION FIGURE R610.5(4) SIP WALL-TO-WALL PLATFORM FRAME CONNECTION
363	FIGURE R610.5(5) SIP WALL-TO-WALL BALLOON FRAME CONNECTION (I-Joist floor shown for Illustration only) FIGURE R610.5.1 SIP WALL FRAMING CONFIGURATION
364	FIGURE R610.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT
365	FIGURE R610.8 TYPICAL SIP CONNECTION DETAILS FOR VERTICAL IN-PLANE JOINTS
366	FIGURE R610.9 SIP CORNER FRAMING DETAIL TABLE R610.10 MAXIMUM SPANS FOR 11 7/8-INCH-DEEP SIP HEADERS (feet)a
368	CHAPTER 7 WALL COVERING SECTION R701 GENERAL SECTION R702 INTERIOR COVERING TABLE R702.1(1) THICKNESS OF PLASTER
369	TABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME
370	TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS
371	TABLE R702.3.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES TABLE R702.4.2 BACKER BOARD MATERIALS
372	TABLE R702.7.1 CLASS III VAPOR RETARDERS SECTION R703 EXTERIOR COVERING
373	TABLE R703.3(2) SCREW FASTENER SUBSTITUTION FOR SIDING ATTACHMENT TO COLD-FORMED STEEL LIGHT FRAME CONSTRUCTIONa, b, c, d, e TABLE R703.3.1 LIMITS FOR ATTACHMENT PER TABLE R703.3(1)
374	TABLE R703.3(1) SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS
375	TABLE R703.3(1)—continued SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS
376	TABLE R703.3.2 OPTIONAL SIDING ATTACHMENT SCHEDULE FOR FASTENERS WHERE NO STUD PENETRATION NECESSARY
377	TABLE R703.6.1 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa, b, c (Dimensions are in inches)
378	TABLE R703.6.3(1) SINGLE COURSE SIDEWALL FASTENERS TABLE R703.6.3(2) DOUBLE COURSE SIDEWALL FASTENERS
380	FIGURE R703.8 TYPICAL MASONRY VENEER WALL DETAILS
381	FIGURE R703.8—continued TYPICAL MASONRY VENEER WALL DETAILSe
382	TABLE R703.8(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C TABLE R703.8(2) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, SEISMIC DESIGN CATEGORIES D0, D1 AND D2
383	FIGURE R703.8.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES FIGURE R703.8.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS
384	TABLE R703.8.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa, b, c, d TABLE R703.8.3.2 HEIGHT OF MASONRY VENEER ABOVE OPENING FIGURE R703.8.3.2 MASONRY VENEER OPENING
385	TABLE R703.8.4 TIE ATTACHMENT AND AIRSPACE REQUIREMENTS
388	TABLE R703.15.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa TABLE R703.15.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa, b
389	TABLE R703.16.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
390	TABLE R703.16.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
392	CHAPTER 8 ROOF-CEILING CONSTRUCTION SECTION R801 GENERAL SECTION R802 WOOD ROOF FRAMING
394	TABLE R802.4.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180)
395	TABLE R802.4.1(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180)
396	TABLE R802.4.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240)
397	TABLE R802.4.1(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240)
398	TABLE R802.4.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180)
399	TABLE R802.4.1(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180)
400	TABLE R802.4.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180)
401	TABLE R802.4.1(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180)
402	TABLE R802.4.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240)
403	TABLE R802.4.1(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240)
404	TABLE R802.4.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240)
405	TABLE R802.4.1(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240)
406	TABLE R802.4.1(7) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L/Δ = 180)
407	TABLE R802.4.1(7)—continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L/Δ = 180)
408	TABLE R802.4.1(8) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L/Δ = 240)
409	TABLE R802.4.1(8)—continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L/Δ = 240)
410	FIGURE R802.4.5 BRACED RAFTER CONSTRUCTION
411	TABLE R802.5(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
412	TABLE R802.5(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
413	TABLE R802.5(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)
414	TABLE R802.5(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)
415	TABLE R802.5.2 RAFTER/CEILING JOIST HEEL JOINT CONNECTIONSa, b, c, d, e, f, h
417	FIGURE R802.7.1.1 RAFTER NOTCH FIGURE R802.7.1.2 CEILING JOIST TAPER CUT
418	SECTION R803 ROOF SHEATHING TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING
419	TABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION)a, b, c, d, e, f, g, h
420	TABLE R802.11—continued RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (POUNDS PER CONNECTION)a, b, c, d, e, f, g, h SECTION R804 COLD-FORMED STEEL ROOF FRAMING
421	FIGURE R804.1.2 IN-LINE FRAMING
422	TABLE R804.2.3 LOAD-BEARING COLD-FORMED STEEL ROOF FRAMING MEMBER SIZES AND THICKNESSES FIGURE R804.2.3(1) C-SHAPED SECTION FIGURE R804.2.3(2) TRACK SECTION
423	FIGURE R804.2.6.1 ROOF FRAMING MEMBER WEB HOLES FIGURE R804.2.6.3 ROOF FRAMING MEMBER WEB HOLE PATCH
424	FIGURE R804.3 COLD-FORMED STEEL ROOF CONSTRUCTION TABLE R804.3 ROOF FRAMING FASTENING SCHEDULEa, b
425	TABLE R804.3.1.1(1) CEILING JOIST SPANS 10 PSF LIVE LOAD (NO ATTIC STORAGE)a, b, c
426	TABLE R804.3.1.1(2) CEILING JOIST SPANS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c
427	TABLE R804.3.1.1(3) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTIONa FIGURE R804.3.1.1 JOIST TO RAFTER CONNECTION
428	FIGURE R804.3.1.3(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPED, TRACK OR COLD-ROLLED CHANNEL FIGURE R804.3.1.3(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING
429	FIGURE R804.3.1.4 SPLICED CEILING JOISTS
430	TABLE R804.3.2.1(1) ROOF RAFTER SPANSa, b, c, d
431	TABLE R804.3.2.1(2) ULTIMATE DESIGN WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION FIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS
432	FIGURE R804.3.2.4 RIDGE MEMBER CONNECTION TABLE R804.3.2.4 SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR ROOF RAFTER TO RIDGE MEMBER CONNECTIONa
433	FIGURE R804.3.5(1) ROOF OR CEILING OPENING FIGURE R804.3.5(2) HEADER TO TRIMMER CONNECTION
434	TABLE R804.3.7.1 REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FEETa, b, c, d, e, f, g
435	FIGURE R804.3.7.1(1) CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL FIGURE R804.3.7.1(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL
436	FIGURE R804.3.7.2 ROOF BLOCKING DETAIL SECTION R805 CEILING FINISHES SECTION R806 ROOF VENTILATION
437	TABLE R806.5 INSULATION FOR CONDENSATION CONTROL
438	SECTION R807 ATTIC ACCESS
440	CHAPTER 9 ROOF ASSEMBLIES SECTION R901 GENERAL SECTION R902 FIRE CLASSIFICATION SECTION R903 WEATHER PROTECTION
441	SECTION R904 MATERIALS SECTION R905 REQUIREMENTS FOR ROOF COVERINGS TABLE R905.1.1(1) UNDERLAYMENT TYPES
442	TABLE R905.1.1(2) UNDERLAYMENT APPLICATION
443	TABLE R905.1.1(3) UNDERLAYMENT ATTACHMENT
444	TABLE R905.2.4.1 CLASSIFICATION OF ASPHALT ROOF SHINGLES
445	TABLE R905.2.8.2 VALLEY LINING MATERIAL
446	TABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT
447	TABLE R905.6.5 SLATE SHINGLE HEADLAP TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS TABLE R905.7.5(1) WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
448	TABLE R905.7.5(2) NAIL REQUIREMENTS FOR WOOD SHAKES AND WOOD SHINGLES TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS
449	TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE
450	TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS TABLE R905.10.3(1) METAL ROOF COVERING STANDARDS
451	TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS TABLE R905.14.3 PROTECTIVE COATING MATERIAL STANDARDS
452	SECTION R906 ROOF INSULATION TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION R907 ROOFTOP-MOUNTED PHOTOVOLTAIC SYSTEMS SECTION R908 REROOFING
453	SECTION R909 ROOFTOP-MOUNTED PHOTOVOLTAIC PANEL SYSTEMS
454	CHAPTER 10 CHIMNEYS AND FIREPLACES SECTION R1001 MASONRY FIREPLACES
455	TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS
456	FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS
457	FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES
458	SECTION R1002 MASONRY HEATERS SECTION R1003 MASONRY CHIMNEYS
460	TABLE R1003.14(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa TABLE R1003.14(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
461	FIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS
462	TABLE R1003.20 CRICKET DIMENSIONS FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES FIGURE R1003.20 CHIMNEY CRICKET
463	SECTION R1004 FACTORY-BUILT FIREPLACES SECTION R1005 FACTORY-BUILT CHIMNEYS SECTION R1006 EXTERIOR AIR SUPPLY
464	PART IV—ENERGY CONSERVATION CHAPTER 11 [RE] ENERGY EFFICIENCY SECTION N1101 GENERAL
467	FIGURE N1101.7 (R301.1) CLIMATE ZONES
468	TABLE N1101.7 (R301.1) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
469	TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
470	TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
471	TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
472	TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
473	TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
474	TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
475	TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
476	TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
477	TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
478	TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
479	TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
480	TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY TABLE N1101.7.2(1) [R302.3(1)] INTERNATIONAL CLIMATE ZONE DEFINITIONS
481	TABLE N1101.7.2(2) [R301.3(2)] INTERNATIONAL CLIMATE ZONE DEFINITIONS TABLE N1101.10.3(1) [R303.1.3(1)] DEFAULT GLAZED FENESTRATION U-FACTORS TABLE N1101.10.3(2) [R303.1.3(2)] DEFAULT DOOR U-FACTORS
482	TABLE N1101.10.3(3) [R303.1.3(3)] DEFAULT GLAZED FENESTRATION SHGC AND VT SECTION N1102 (R402) BUILDING THERMAL ENVELOPE
483	TABLE N1102.1.2 (R402.1.2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa TABLE N1102.1.4 (R402.1.4) EQUIVALENT U-FACTORSa
484	TABLE N1102.2.6 (R402.2.6) STEEL-FRAME CEILING, WALL AND FLOOR INSULATION (R-VALUE)
487	TABLE N1102.4.1.1 (R402.4.1.1) AIR BARRIER AND INSULATION INSTALLATION
488	SECTION N1103 (R403) SYSTEMS
490	TABLE N1103.6.1 (R403.6.1) WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY SECTION N1104 (R404) ELECTRICAL POWER AND LIGHTING SYSTEMS (MANDATORY) SECTION N1105 (R405) SIMULATED PERFORMANCE ALTERNATIVE (PERFORMANCE)
492	TABLE N1105.5.2(1) [R405.5.2(1)] SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS
493	TABLE N1105.5.2(1) [R405.5.2(1)]—continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS
494	TABLE N1105.5.2(2) [R405.5.2(2)] DEFAULT DISTRIBUTION SYSTEM EFFICIENCIES FOR PROPOSED DESIGNSa SECTION N1106 (R406) ENERGY RATING INDEX COMPLIANCE ALTERNATIVE
495	TABLE N1106.4 (R406.4) MAXIMUM ENERGY RATING INDEXa
496	SECTION N1107 (R501) EXISTING BUILDINGS—GENERAL SECTION N1108 (R502) ADDITIONS
497	SECTION N1109 (R503) ALTERATIONS SECTION N1110 (R504) REPAIRS
498	SECTION N1111 (R505) CHANGE OF OCCUPANCY OR USE
500	PART V—MECHANICAL CHAPTER 12 MECHANICAL ADMINISTRATION SECTION M1201 GENERAL SECTION M1202 EXISTING MECHANICAL SYSTEMS
502	CHAPTER 13 GENERAL MECHANICAL SYSTEM REQUIREMENTS SECTION M1301 GENERAL SECTION M1302 APPROVAL SECTION M1303 LABELING OF APPLIANCES SECTION M1304 TYPE OF FUEL SECTION M1305 APPLIANCE ACCESS
503	SECTION M1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION
504	SECTION M1307 APPLIANCE INSTALLATION
505	TABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTIONa, c, d, e, f, g, h, i, j, k, l
506	FIGURE M1306.1 REDUCED CLEARANCE DIAGRAM FIGURE M1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
507	SECTION M1308 MECHANICAL SYSTEMS INSTALLATION
508	CHAPTER 14 HEATING AND COOLING EQUIPMENT AND APPLIANCES SECTION M1401 GENERAL SECTION M1402 CENTRAL FURNACES SECTION M1403 HEAT PUMP EQUIPMENT SECTION M1404 REFRIGERATION COOLING EQUIPMENT SECTION M1405 BASEBOARD CONVECTORS SECTION M1406 RADIANT HEATING SYSTEMS
509	SECTION M1407 DUCT HEATERS SECTION M1408 VENTED FLOOR FURNACES
510	SECTION M1409 VENTED WALL FURNACES SECTION M1410 VENTED ROOM HEATERS SECTION M1411 HEATING AND COOLING EQUIPMENT
511	SECTION M1412 ABSORPTION COOLING EQUIPMENT
512	SECTION M1413 EVAPORATIVE COOLING EQUIPMENT SECTION M1414 FIREPLACE STOVES SECTION M1415 MASONRY HEATERS
514	CHAPTER 15 EXHAUST SYSTEMS SECTION M1501 GENERAL SECTION M1502 CLOTHES DRYER EXHAUST
515	TABLE M1502.4.5.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH SECTION M1503 RANGE HOODS
516	SECTION M1504 INSTALLATION OF MICROWAVE OVENS SECTION M1505 OVERHEAD EXHAUST HOODS SECTION M1506 EXHAUST DUCTS AND EXHAUST OPENINGS TABLE M1506.2 DUCT LENGTH SECTION M1507 MECHANICAL VENTILATION
517	TABLE M1507.3.3(1) CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS TABLE M1507.3.3(2) INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORSa, b TABLE M1507.4 MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS
518	CHAPTER 16 DUCT SYSTEMS SECTION M1601 DUCT CONSTRUCTION
519	TABLE M1601.1.1 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITSa
521	SECTION M1602 RETURN AIR
522	CHAPTER 17 COMBUSTION AIR SECTION M1701 GENERAL
524	CHAPTER 18 CHIMNEYS AND VENTS SECTION M1801 GENERAL
525	SECTION M1802 VENT COMPONENTS SECTION M1803 CHIMNEY AND VENT CONNECTORS TABLE M1803.2 THICKNESS FOR SINGLE-WALL METAL PIPE CONNECTORS
526	TABLE M1803.3.4 CHIMNEY AND VENT CONNECTOR CLEARANCES TO COMBUSTIBLE MATERIALSa SECTION M1804 VENTS TABLE M1804.1 VENT SELECTION CHART
527	SECTION M1805 MASONRY AND FACTORY-BUILT CHIMNEYS
528	CHAPTER 19 SPECIAL APPLIANCES, EQUIPMENT AND SYSTEMS SECTION M1901 RANGES AND OVENS SECTION M1902 SAUNA HEATERS SECTION M1903 STATIONARY FUEL CELL POWER PLANTS SECTION M1904 GASEOUS HYDROGEN SYSTEMS
530	CHAPTER 20 BOILERS AND WATER HEATERS SECTION M2001 BOILERS SECTION M2002 OPERATING AND SAFETY CONTROLS SECTION M2003 EXPANSION TANKS
531	TABLE M2003.2 EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS SECTION M2004 WATER HEATERS USED FOR SPACE HEATING SECTION M2005 WATER HEATERS SECTION M2006 POOL HEATERS
532	CHAPTER 21 HYDRONIC PIPING SECTION M2101 HYDRONIC PIPING SYSTEMS INSTALLATION TABLE M2101.9 HANGER SPACING INTERVALS SECTION M2102 BASEBOARD CONVECTORS
533	TABLE M2101.1 HYDRONIC PIPING MATERIALS
534	SECTION M2103 FLOOR HEATING SYSTEMS SECTION M2104 LOW TEMPERATURE PIPING
535	SECTION M2105 GROUND-SOURCE HEAT-PUMP SYSTEM LOOP PIPING TABLE M2105.4 GROUND-SOURCE LOOP PIPE TABLE M2105.5 GROUND-SOURCE LOOP PIPE FITTINGS
538	CHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS SECTION M2201 OIL TANKS SECTION M2202 OIL PIPING, FITTING AND CONNECTIONS SECTION M2203 INSTALLATION
539	SECTION M2204 OIL PUMPS AND VALVES
540	CHAPTER 23 SOLAR THERMAL ENERGY SYSTEMS SECTION M2301 THERMAL SOLAR ENERGY SYSTEMS
542	PART VI—FUEL GAS CHAPTER 24 FUEL GAS SECTION G2401 (101) GENERAL SECTION G2402 (201) GENERAL SECTION G2403 (202) GENERAL DEFINITIONS
548	SECTION G2404 (301) GENERAL
549	SECTION G2405 (302) STRUCTURAL SAFETY SECTION G2406 (303) APPLIANCE LOCATION
550	SECTION G2407 (304) COMBUSTION, VENTILATION AND DILUTION AIR EQUATION 24-1 EQUATION 24-2 FIGURE G2407.5.3 (304.5.3) ALL AIR FROM INSIDE THE BUILDING (see Section G2407.5.3)
551	FIGURE G2407.6.1(1) [304.6.1(1)] ALL AIR FROM OUTDOORS—INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC (see Section G2407.6.1)
552	FIGURE G2407.6.1(2) [304.6.1(2)] ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC (see Section G2407.6.1) FIGURE G2407.6.1(3) [304.6.1(3)] ALL AIR FROM OUTDOORS (see Section G2407.6.1)
553	FIGURE G2407.6.2 (304.6.2) SINGLE COMBUSTION AIR OPENING, ALL AIR FROM OUTDOORS (see Section G2407.6.2)
554	SECTION G2408 (305) INSTALLATION SECTION G2409 (308) CLEARANCE REDUCTION
555	FIGURE G2409.2(1) [308.2(1)] EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS FIGURE G2409.2(2) [308.2(2)] WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
556	FIGURE G2409.2(3) [308.2(3)] MASONRY CLEARANCE REDUCTION SYSTEM
557	TABLE G2409.2 (308.2)a through k REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION
558	SECTION G2410 (309) ELECTRICAL SECTION G2411 (310) ELECTRICAL BONDING SECTION G2412 (401) GENERAL
559	SECTION G2413 (402) PIPE SIZING EQUATION 24-3 EQUATION 24-4 TABLE G2413.4 (402.4) Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS
560	TABLE G2413.4(1) [402.4(2)] SCHEDULE 40 METALLIC PIPE
561	TABLE G2413.4(2) [402.4(5)] SCHEDULE 40 METALLIC PIPE
562	TABLE G2413.4(3) [402.4(9)] SEMIRIGID COPPER TUBING
563	TABLE G2413.4(4) [402.4(12)] SEMIRIGID COPPER TUBING
564	TABLE G2413.4(5) [402.4(15)] CORRUGATED STAINLESS STEEL TUBING (CSST)
565	TABLE G2413.4(6) [402.4(18)] CORRUGATED STAINLESS STEEL TUBING (CSST)
566	TABLE G2413.4(7) [402.4(21)] POLYETHYLENE PLASTIC PIPE
567	TABLE G2413.4(8) [402.4(22)] POLYETHYLENE PLASTIC PIPE
568	TABLE G2413.4(9) [402.4(25)] SCHEDULE 40 METALLIC PIPE
569	TABLE G2413.4(10) [402.4(26)] SCHEDULE 40 METALLIC PIPE
570	TABLE G2413.4(11) [402.4(27)] SCHEDULE 40 METALLIC PIPE
571	TABLE G2413.4(12) [402.4(28)] SCHEDULE 40 METALLIC PIPE
572	TABLE G2413.4(13) [402.4(29)] SEMIRIGID COPPER TUBING
573	TABLE G2413.4(14) [402.4(30)] SEMIRIGID COPPER TUBING
574	TABLE G2413.4(15) [402.4(31)] SEMIRIGID COPPER TUBING
575	TABLE G2413.4(16) [402.4(32)] CORRUGATED STAINLESS STEEL TUBING (CSST)
576	TABLE G2413.4(17) [402.4(33)] CORRUGATED STAINLESS STEEL TUBING (CSST)
577	TABLE G2413.4(18) [402.4(34)] CORRUGATED STAINLESS STEEL TUBING (CSST)
578	TABLE G2413.4(19) [402.4(35)] POLYETHYLENE PLASTIC PIPE
579	TABLE G2413.4(20) [402.4(36)] POLYETHYLENE PLASTIC PIPE
580	TABLE G2413.4(21) [402.4(37)] POLYETHYLENE PLASTIC TUBING
581	SECTION G2414 (403) PIPING MATERIALS TABLE G2414.9.2 (403.9.2) SPECIFICATIONS FOR THREADING METALLIC PIPE
582	SECTION G2415 (404) PIPING SYSTEM INSTALLATION
585	SECTION G2416 (405) PIPING BENDS AND CHANGES IN DIRECTION SECTION G2417 (406) INSPECTION, TESTING AND PURGING
586	TABLE G2417.7.1.1 (406.7.1.1) SIZE AND LENGTH OF PIPING
587	SECTION G2418 (407) PIPING SUPPORT SECTION G2419 (408) DRIPS AND SLOPED PIPING FIGURE G2419.4 (408.4) METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP
588	SECTION G2420 (409) SHUTOFF VALVES TABLE G2420.1.1 (409.1.1) MANUAL GAS VALVE STANDARDS SECTION G2421 (410) FLOW CONTROLS
589	SECTION G2422 (411) APPLIANCE CONNECTIONS
590	SECTION G2423 (413) COMPRESSED NATURAL GAS MOTOR VEHICLE FUEL-DISPENSING FACILITIES SECTION G2424 (415) PIPING SUPPORT INTERVALS TABLE G2424.1 (415.1) SUPPORT OF PIPING SECTION G2425 (501) GENERAL
592	SECTION G2426 (502) VENTS SECTION G2427 (503) VENTING OF APPLIANCES
593	TABLE G2427.4 (503.4) TYPE OF VENTING SYSTEM TO BE USED
595	FIGURE G2427.6.3 (503.6.4) TERMINATION LOCATIONS FOR GAS VENTS WITH LISTED CAPS 12 INCHES OR LESS IN SIZE AT LEAST 8 FEET FROM A VERTICAL
598	TABLE G2427.10.2.4 (503.10.2.4) MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES
599	TABLE G2427.10.5 (503.10.5)a CLEARANCES FOR CONNECTORS
601	SECTION G2428 (504) SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS
603	TABLE G2428.3.2 (504.3.2) MAXIMUM VENT CONNECTOR LENGTH
605	TABLE G2428.2(1) [504.2(1)] TYPE B DOUBLE-WALL GAS VENT
606	TABLE G2428.2(1) [504.2(1)]—continued TYPE B DOUBLE-WALL GAS VENT
607	TABLE G2428.2(2) [504.2(2)] TYPE B DOUBLE-WALL GAS VENT
608	TABLE G2428.2(2) [504.2(2)]—continued TYPE B DOUBLE-WALL GAS VENT
609	TABLE G2428.3(1) [504.3(1)] TYPE B DOUBLE-WALL VENT
610	TABLE G2428.3(2) [504.3(2)] TYPE B DOUBLE-WALL VENT
611	TABLE G2428.3(3) [504.3(3)] MASONRY CHIMNEY
612	TABLE G2428.3(4) [504.3(4)] MASONRY CHIMNEY
613	SECTION G2429 (505) DIRECT-VENT, INTEGRAL VENT, MECHANICAL VENT AND VENTILATION/EXHAUST HOOD VENTING SECTION G2430 (506) FACTORY-BUILT CHIMNEYS SECTION G2431 (601) GENERAL SECTION G2432 (602) DECORATIVE APPLIANCES FOR INSTALLATION IN FIREPLACES SECTION G2433 (603) LOG LIGHTERS SECTION G2434 (604) VENTED GAS FIREPLACES (DECORATIVE APPLIANCES) SECTION G2435 (605) VENTED GAS FIREPLACE HEATERS SECTION G2436 (608) VENTED WALL FURNACES
614	SECTION G2437 (609) FLOOR FURNACES SECTION G2438 (613) CLOTHES DRYERS SECTION G2439 (614) CLOTHES DRYER EXHAUST
615	TABLE G2439.7.4.1 (TABLE 614.8.4.1) DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH SECTION G2440 (615) SAUNA HEATERS
616	SECTION G2441 (617) POOL AND SPA HEATERS SECTION G2442 (618) FORCED-AIR WARM-AIR FURNACES
617	SECTION G2443 (619) CONVERSION BURNERS SECTION G2444 (620) UNIT HEATERS SECTION G2445 (621) UNVENTED ROOM HEATERS SECTION G2446 (622) VENTED ROOM HEATERS
618	SECTION G2447 (623) COOKING APPLIANCES SECTION G2448 (624) WATER HEATERS SECTION G2449 (627) AIR-CONDITIONING APPLIANCES SECTION G2450 (628) ILLUMINATING APPLIANCES
619	SECTION G2451 (630) INFRARED RADIANT HEATERS SECTION G2452 (631) BOILERS SECTION G2453 (634) CHIMNEY DAMPER OPENING AREA TABLE G2453.1 (634.1) FREE OPENING AREA OF CHIMNEY DAMPER FOR VENTING FLUE GASES FROM UNLISTED DECORATIVE APPLIANCES FOR INSTALLATION IN VENTED FIREPLACES SECTION G2454 (636) OUTDOOR DECORATIVE APPLIANCES
620	PART VII—PLUMBING CHAPTER 25 PLUMBING ADMINISTRATION SECTION P2501 GENERAL SECTION P2502 EXISTING PLUMBING SYSTEMS SECTION P2503 INSPECTION AND TESTS
622	CHAPTER 26 GENERAL PLUMBING REQUIREMENTS SECTION P2601 GENERAL SECTION P2602 INDIVIDUAL WATER SUPPLY AND SEWAGE DISPOSAL SECTION P2603 STRUCTURAL AND PIPING PROTECTION
623	SECTION P2604 TRENCHING AND BACKFILLING SECTION P2605 SUPPORT SECTION P2606 PENETRATIONS SECTION P2607 WATERPROOFING OF OPENINGS
624	TABLE P2605.1 PIPING SUPPORT SECTION P2608 WORKMANSHIP SECTION P2609 MATERIALS EVALUATION AND LISTING
626	CHAPTER 27 PLUMBING FIXTURES SECTION P2701 FIXTURES, FAUCETS AND FIXTURE FITTINGS SECTION P2702 FIXTURE ACCESSORIES SECTION P2703 TAIL PIECES SECTION P2704 ACCESS TO CONNECTIONS SECTION P2705 INSTALLATION SECTION P2706 WASTE RECEPTORS
627	TABLE P2701.1 PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS
628	SECTION P2707 DIRECTIONAL FITTINGS SECTION P2708 SHOWERS SECTION P2709 SHOWER RECEPTORS
629	SECTION P2710 SHOWER WALLS SECTION P2711 LAVATORIES SECTION P2712 WATER CLOSETS
630	SECTION P2713 BATHTUBS SECTION P2714 SINKS SECTION P2715 LAUNDRY TUBS SECTION P2716 FOOD-WASTE DISPOSER SECTION P2717 DISHWASHING MACHINES SECTION P2718 CLOTHES WASHING MACHINE SECTION P2719 FLOOR DRAINS SECTION P2720 WHIRLPOOL BATHTUBS SECTION P2721 BIDET INSTALLATIONS
631	SECTION P2722 FIXTURE FITTING SECTION P2723 MACERATING TOILET SYSTEMS SECTION P2724 SPECIALTY TEMPERATURE CONTROL DEVICES AND VALVES SECTION P2725 NONLIQUID SATURATED TREATMENT SYSTEMS
632	CHAPTER 28 WATER HEATERS SECTION P2801 GENERAL SECTION P2802 SOLAR WATER HEATING SYSTEMS SECTION P2803 WATER HEATERS USED FOR SPACE HEATING
633	SECTION P2804 RELIEF VALVES
634	CHAPTER 29 WATER SUPPLY AND DISTRIBUTION SECTION P2901 GENERAL FIGURE P2901.2.1 PICTOGRAPH—DO NOT DRINK TABLE P2901.2.2.2 SIZE OF PIPE IDENTIFICATION
635	SECTION P2902 PROTECTION OF POTABLE WATER SUPPLY TABLE P2902.3 APPLICATION FOR BACKFLOW PREVENTERS
636	TABLE P2902.3.1 MINIMUM AIR GAPS
637	SECTION P2903 WATER SUPPLY SYSTEM
638	TABLE P2903.1 REQUIRED CAPACITIES AT POINT OF OUTLET DISCHARGE TABLE P2903.2 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGSb
639	TABLE P2903.6 WATER-SUPPLY FIXTURE-UNIT VALUES FOR VARIOUS PLUMBING FIXTURES AND FIXTURE GROUPS TABLE P2903.6(1) CONVERSIONS FROM WATER SUPPLY FIXTURE UNIT TO GALLON PER MINUTE FLOW RATES
640	TABLE P2903.6(1)—continued CONVERSIONS FROM WATER SUPPLY FIXTURE UNIT TO GALLON PER MINUTE FLOW RATES TABLE P2903.8.1 MANIFOLD SIZING
641	TABLE P2903.9.4 VALVES FIGURE P2903.10 TYPICAL FROSTPROOF HOSE BIBB INSTALLATION NOT REQUIRING SEPARATE VALVE
642	SECTION P2904 DWELLING UNIT FIRE SPRINKLER SYSTEMS TABLE P2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED
643	FIGURE P2904.2.4.2 MINIMUM ALLOWABLE DISTANCE BETWEEN SPRINKLER AND OBSTRUCTION
644	EQUATION 29-1
645	TABLE P2904.6.2(1) WATER SERVICE PRESSURE LOSS (PLsvc)a, b
646	TABLE P2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS (PLm)a TABLE P2904.6.2(3) ELEVATION LOSS (PLe)
647	TABLE P2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3/4-INCH TYPE M COPPER WATER TUBING
648	TABLE P2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING
649	TABLE P2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3/4-INCH CPVC PIPE
650	TABLE P2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE
651	TABLE P2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3/4-INCH PEX AND PE-RT TUBING
652	TABLE P2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX AND PE-RT TUBING
653	SECTION P2905 HEATED WATER DISTRIBUTION SYSTEMS SECTION P2906 MATERIALS, JOINTS AND CONNECTIONS
654	TABLE P2906.4 WATER SERVICE PIPE
655	TABLE P2906.5 WATER DISTRIBUTION PIPE TABLE P2906.6 PIPE FITTINGS
657	SECTION P2907 CHANGES IN DIRECTION SECTION P2908 SUPPORT SECTION P2909 DRINKING WATER TREATMENT UNITS SECTION P2910 NONPOTABLE WATER SYSTEMS
658	FIGURE P2910.4 PICTOGRAPH—DO NOT DRINK TABLE P2910.10.6 SIZES FOR OVERFLOW PIPES FOR WATER SUPPLY TANKS
660	SECTION P2911 GRAY WATER NONPOTABLE WATER SYSTEMS
661	TABLE P2911.5.1 LOCATION OF NONPOTABLE GRAY WATER REUSE STORAGE TANKS TABLE P2911.7.1 LOCATION OF NONPOTABLE WATER REUSE STORAGE TANKS
662	SECTION P2912 RAINWATER NONPOTABLE WATER SYSTEMS
663	TABLE P2912.8.1 LOCATION OF RAINWATER STORAGE TANKS SECTION P2913 RECLAIMED WATER SYSTEMS
664	CHAPTER 30 SANITARY DRAINAGE SECTION P3001 GENERAL SECTION P3002 MATERIALS TABLE P3002.1(1) ABOVE-GROUND DRAINAGE AND VENT PIPE
665	TABLE P3002.1(2) UNDERGROUND BUILDING DRAINAGE AND VENT PIPE TABLE P3002.2 BUILDING SEWER PIPE
666	TABLE P3002.3 PIPE FITTINGS SECTION P3003 JOINTS AND CONNECTIONS
668	SECTION P3004 DETERMINING DRAINAGE FIXTURE UNITS SECTION P3005 DRAINAGE SYSTEM
669	TABLE P3004.1 DRAINAGE FIXTURE UNIT (d.f.u.) VALUES FOR VARIOUS PLUMBING FIXTURES TABLE P3005.1 FITTINGS FOR CHANGE IN DIRECTION
671	TABLE P3005.4.1 MAXIMUM FIXTURE UNITS ALLOWED TO BE CONNECTED TO BRANCHES AND STACKS TABLE P3005.4.2 MAXIMUM NUMBER OF FIXTURE UNITS ALLOWED TO BE CONNECTED TO THE BUILDING DRAIN, BUILDING DRAIN BRANCHES OR THE BUILDING SEWER
672	SECTION P3006 SIZING OF DRAIN PIPE OFFSETS SECTION P3007 SUMPS AND EJECTORS
673	TABLE 3007.6 MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR SECTION P3008 BACKWATER VALVES SECTION P3009 SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS EQUATION 30-1
674	TABLE P3009.9 LOCATION OF SUBSURFACE IRRIGATION SYSTEM TABLE P3009.10.1 DESIGN LOADING RATE
675	TABLE P3009.11 DISTRIBUTION PIPE SECTION P3010 REPLACEMENT OF UNDERGROUND SEWERS BY PIPE BURSTING METHODS
676	CHAPTER 31 VENTS SECTION P3101 VENT SYSTEMS SECTION P3102 VENT STACKS AND STACK VENTS SECTION P3103 VENT TERMINALS SECTION P3104 VENT CONNECTIONS AND GRADES
677	SECTION P3105 FIXTURE VENTS TABLE P3105.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT SECTION P3106 INDIVIDUAL VENT SECTION P3107 COMMON VENT TABLE P3107.3 COMMON VENT SIZES SECTION P3108 WET VENTING
678	TABLE P3108.3 WET VENT SIZE SECTION P3109 WASTE STACK VENT TABLE P3109.4 WASTE STACK VENT SIZE SECTION P3110 CIRCUIT VENTING SECTION P3111 COMBINATION WASTE AND VENT SYSTEM
679	TABLE P3111.3 SIZE OF COMBINATION WASTE AND VENT PIPE SECTION P3112 ISLAND FIXTURE VENTING SECTION P3113 VENT PIPE SIZING SECTION P3114 AIR ADMITTANCE VALVES
680	TABLE P3113.4.1 SIZE AND LENGTH OF SUMP VENTS
682	CHAPTER 32 TRAPS SECTION P3201 FIXTURE TRAPS
683	TABLE P3201.7 SIZE OF TRAPS FOR PLUMBING FIXTURES
684	CHAPTER 33 STORM DRAINAGE SECTION P3301 GENERAL SECTION P3302 SUBSOIL DRAINS TABLE P3302.1 SUBSOIL DRAIN PIPE SECTION P3303 SUMPS AND PUMPING SYSTEMS
686	PART VIII—ELECTRICAL CHAPTER 34 GENERAL REQUIREMENTS SECTION E3401 GENERAL
687	SECTION E3402 BUILDING STRUCTURE PROTECTION SECTION E3403 INSPECTION AND APPROVAL SECTION E3404 GENERAL EQUIPMENT REQUIREMENTS
688	TABLE E3404.4 (Table 110.28) ENCLOSURE SELECTION
689	SECTION E3405 EQUIPMENT LOCATION AND CLEARANCES SECTION E3406 ELECTRICAL CONDUCTORS AND CONNECTIONS
690	FIGURE E3405.1a, b, c, d, e WORKING SPACE AND CLEARANCES
691	TABLE E3406.9 (Chapter 9, Table 10) CONDUCTOR STRANDINGc
692	SECTION E3407 CONDUCTOR AND TERMINAL IDENTIFICATION
694	CHAPTER 35 ELECTRICAL DEFINITIONS SECTION E3501 GENERAL
700	CHAPTER 36 SERVICES SECTION E3601 GENERAL SERVICES SECTION E3602 SERVICE SIZE AND RATING
701	TABLE E3602.2 MINIMUM SERVICE LOAD CALCULATION [220.82(B) & (C)] SECTION E3603 SERVICE, FEEDER AND GROUNDING ELECTRODE CONDUCTOR SIZING
702	TABLE E3603.4 GROUNDING ELECTRODE CONDUCTOR SIZEa, b, c, d, e, f SECTION E3604 OVERHEAD SERVICE AND SERVICE-ENTRANCE CONDUCTOR INSTALLATION FIGURE E3604.1 CLEARANCES FROM BUILDING OPENINGS
703	FIGURE E3604.2.1 CLEARANCES FROM ROOFS
704	SECTION E3605 SERVICE-ENTRANCE CONDUCTORS
705	SECTION E3606 SERVICE EQUIPMENT—GENERAL SECTION E3607 SYSTEM GROUNDING
706	SECTION E3608 GROUNDING ELECTRODE SYSTEM
707	SECTION E3609 BONDING
708	SECTION E3610 GROUNDING ELECTRODE CONDUCTORS
709	SECTION E3611 GROUNDING ELECTRODE CONDUCTOR CONNECTION TO THE GROUNDING ELECTRODES
710	CHAPTER 37 BRANCH CIRCUIT AND FEEDER REQUIREMENTS SECTION E3701 GENERAL SECTION E3702 BRANCH CIRCUIT RATINGS
711	TABLE E3702.14 (Table 210.24) BRANCH-CIRCUIT REQUIREMENTS-SUMMARYa, b SECTION E3703 REQUIRED BRANCH CIRCUITS
712	SECTION E3704 FEEDER REQUIREMENTS TABLE E3704.2(1) (Table 220.12, 220.14, Table 220.42, 220.50, 220.51, 220.52, 220.53, 220.54, 220.55, and 220.60) FEEDER LOAD CALCULATION
713	TABLE E3704.2(2) (220.55 and Table 220.55) DEMAND LOADS FOR ELECTRIC RANGES, WALL-MOUNTED OVENS, COUNTER-MOUNTED COOKING UNITS AND OTHER COOKING APPLIANCES OVER 13/4 kVA RATINGa, b SECTION E3705 CONDUCTOR SIZING AND OVERCURRENT PROTECTION
714	TABLE E3705.1 ALLOWABLE AMPACITIES TABLE E3705.2 [Table 310.15(B)(2)(a)] AMBIENT TEMPERATURE CORRECTION FACTORS
715	TABLE E3705.3 [Table 310.15(B)(3)(a)] CONDUCTOR PROXIMITY ADJUSTMENT FACTORS
716	TABLE E3705.5.3 [240.4(D)] OVERCURRENT-PROTECTION RATING SECTION E3706 PANELBOARDS
718	CHAPTER 38 WIRING METHODS SECTION E3801 GENERAL REQUIREMENTS TABLE E3801.2 ALLOWABLE WIRING METHODS SECTION E3802 ABOVE-GROUND INSTALLATION REQUIREMENTS
719	TABLE E3801.4 (Chapter 3 and 300.2) ALLOWABLE APPLICATIONS FOR WIRING METHODSa, b, c, d, e, f, g, h, i, j, k
720	TABLE E3802.1 (Chapter 3) GENERAL INSTALLATION AND SUPPORT REQUIREMENTS FOR WIRING METHODSa, b, c, d, e, f, g, h, i, j, k SECTION E3803 UNDERGROUND INSTALLATION REQUIREMENTS
721	TABLE E3803.1 (Table 300.5) MINIMUM COVER REQUIREMENTS, BURIAL IN INCHESa, b, c, d, e
724	CHAPTER 39 POWER AND LIGHTING DISTRIBUTION SECTION E3901 RECEPTACLE OUTLETS FIGURE E3901.2 GENERAL USE RECEPTACLE DISTRIBUTION
725	FIGURE E3901.4 COUNTERTOP RECEPTACLES FIGURE E3901.4.1 DETERMINATION OF AREA BEHIND SINK OR RANGE
726	SECTION E3902 GROUND-FAULT AND ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION
728	SECTION E3903 LIGHTING OUTLETS SECTION E3904 GENERAL INSTALLATION REQUIREMENTS
729	TABLE E3904.6(1) (Annex C, Table C.1) MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL METALLIC TUBING (EMT)a
730	TABLE E3904.6(2) (Annex C, Table C.2) MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL NONMETALLIC TUBING (ENT)a
731	TABLE E3904.6(3) (Annex C, Table C.3) MAXIMUM NUMBER OF CONDUCTORS IN FLEXIBLE METALLIC CONDUIT (FMC)a
732	TABLE E3904.6(4) (Annex C, Table C.4) MAXIMUM NUMBER OF CONDUCTORS IN INTERMEDIATE METALLIC CONDUIT (IMC)a
733	TABLE E3904.6(5) (Annex C, Table C.5) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-B)a
734	TABLE E3904.6(6) (Annex C, Table C.6) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-A)a
735	TABLE E3904.6(7) (Annex C, Table C.7) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE METAL CONDUIT (LFMC)a
736	TABLE E3904.6(8) (Annex C, Table C.8) MAXIMUM NUMBER OF CONDUCTORS IN RIGID METAL CONDUIT (RMC)a
737	TABLE E3904.6(9) (Annex C, Table C.9) MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT, SCHEDULE 80 (PVC-80)a
738	TABLE E3904.6(9) (Annex C, Table C.9)—continued MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT, SCHEDULE 80 (PVC-80)a
739	TABLE E3904.6(10) (Annex C, Table C.10) MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT SCHEDULE 40 (PVC-40)a
740	SECTION E3905 BOXES, CONDUIT BODIES AND FITTINGS
742	TABLE E3905.12.1 [Table 314.16(A)] MAXIMUM NUMBER OF CONDUCTORS IN METAL BOXESa TABLE E3905.12.2.1 [Table 314.16(B)] VOLUME ALLOWANCE REQUIRED PER CONDUCTOR
743	SECTION E3906 INSTALLATION OF BOXES, CONDUIT BODIES AND FITTINGS
745	SECTION E3907 CABINETS AND PANELBOARDS
746	TABLE E3907.8 (Chapter 9, Table 1) PERCENT OF CROSS SECTION OF CONDUIT AND TUBING FOR CONDUCTORS SECTION E3908 GROUNDING
747	TABLE E3907.9.1(1) [Table 312.6(B)] MINIMUM WIRE-BENDING SPACE AT TERMINALS (see note 1) TABLE E3907.9.1(2) [Table 312.6(A)] MINIMUM WIRE-BENDING SPACE AT TERMINALS AND MINIMUM WIDTH OF WIRING GUTTERS (see note 1)
749	TABLE E3908.12 (Table 250.122) EQUIPMENT GROUNDING CONDUCTOR SIZING
750	SECTION E3909 FLEXIBLE CORDS TABLE E3909.2 [Table 400.5(A)(1)] MAXIMUM AMPERE LOAD FOR FLEXIBLE CORDS
752	CHAPTER 40 DEVICES AND LUMINAIRES SECTION E4001 SWITCHES
753	SECTION E4002 RECEPTACLES TABLE E4002.1.2 [Table 210.21(B)(3)] RECEPTACLE RATINGS FOR VARIOUS SIZE MULTI-OUTLET CIRCUITS
754	SECTION E4003 LUMINAIRES
755	FIGURE E4003.12 CLOSET STORAGE SPACE
756	SECTION E4004 LUMINAIRE INSTALLATION
757	SECTION E4005 TRACK LIGHTING
758	CHAPTER 41 APPLIANCE INSTALLATION SECTION E4101 GENERAL TABLE E4101.3 FLEXIBLE CORD LENGTH
759	TABLE E4101.5 DISCONNECTING MEANS [422.31(A), (B), and (C); 422.34; 422.35; 424.19; 424.20; and 440.14]
760	TABLE E4101.5—continued DISCONNECTING MEANS
762	CHAPTER 42 SWIMMING POOLS SECTION E4201 GENERAL SECTION E4202 WIRING METHODS FOR POOLS, SPAS, HOT TUBS AND HYDROMASSAGE BATHTUBS
763	TABLE E4202.1 ALLOWABLE APPLICATIONS FOR WIRING METHODSa, b, c, d, e, f, g, h, k
764	SECTION E4203 EQUIPMENT LOCATION AND CLEARANCES
765	TABLE E4203.6 [Table 680.8(A)] OVERHEAD CONDUCTOR CLEARANCES
766	TABLE E4203.7 (680.10) MINIMUM BURIAL DEPTHS SECTION E4204 BONDING
768	SECTION E4205 GROUNDING
769	SECTION E4206 EQUIPMENT INSTALLATION
771	SECTION E4207 STORABLE SWIMMING POOLS, STORABLE SPAS, AND STORABLE HOT TUBS
772	SECTION E4208 SPAS AND HOT TUBS SECTION E4209 HYDROMASSAGE BATHTUBS
774	CHAPTER 43 CLASS 2 REMOTE-CONTROL, SIGNALING AND POWER-LIMITED CIRCUITS SECTION E4301 GENERAL SECTION E4302 POWER SOURCES SECTION E4303 WIRING METHODS TABLE E4303.2 CABLE USES AND PERMITTED SUBSTITUTIONS [Figure 725.154(A)]
775	TABLE E4303.2.5 [Table 725.179(K)] CABLE MARKING SECTION E4304 INSTALLATION REQUIREMENTS
776	PART IX—REFERENCED STANDARDS CHAPTER 44 REFERENCED STANDARDS AAMA ACI ACCA
777	AISI AMCA AMD ANCE ANSI
779	APA ASCE/SEI ASHRAE ASME
781	ASSE
782	ASTM
791	AWC AWPA AWS AWWA
792	CEN CGSB CISPI CPA
793	CPSC CSA
794	CSSB
795	DASMA DOC DOTn FEMA FM
796	GA HPVA IAPMO ICC
797	ISO MSS NAIMA NFPA
798	NSF PCA SBCA
799	SMACNA SRCC TMS TPI UL
801	ULC WDMA
802	APPENDIX A SIZING AND CAPACITIES OF GAS PIPING A.1 GENERAL PIPING CONSIDERATIONS A.2 DESCRIPTION OF TABLES
803	TABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
804	TABLE A.2.2—continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
805	TABLE A.2.4 MULTIPLIERS TO BE USED WITH TABLES 402.4(1) THROUGH 402.4(22) WHERE THE SPECIFIC GRAVITY OF THE GAS IS OTHER THAN 0.60 A.3 USE OF CAPACITY TABLES
807	TABLE A.3.4 THOUSANDS OF BTU/H (MBH) OF NATURAL GAS PER 100 FEET OF PIPE AT VARIOUS PRESSURE DROPS AND PIPE DIAMETERS A.4 USE OF SIZING EQUATIONS
808	A.5 PIPE AND TUBE DIAMETERS TABLE A.5.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES TABLE A.5.2 COPPER TUBE STANDARD SIZES A.6 EXAMPLES OF PIPING SYSTEM DESIGN AND SIZING
809	FIGURE A.6.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM FIGURE A.6.2 PIPING PLAN SHOWING A CSST SYSTEM
810	FIGURE A.6.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM
811	FIGURE A.6.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM
814	APPENDIX B SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES, AND APPLIANCES LISTED FOR USE WITH TYPE B VENTS EXAMPLES USING SINGLE APPLIANCE VENTING TABLES FIGURE B-1 TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A TYPE B DOUBLE-WALL VENT FIGURE B-2 TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A SINGLE-WALL METAL VENT CONNECTOR
815	FIGURE B-3 VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A MASONRY CHIMNEY OF TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE B-4 VENT SYSTEM SERVING A SINGLE APPLIANCE USING A MASONRY CHIMNEY AND A SINGLE-WALL METAL VENT CONNECTOR FIGURE B-5 ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING A SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE FIGURE B-6 VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND TYPE B DOUBLE-WALL VENT CONNECTOR
816	FIGURE B-7 VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND SINGLE-WALL METAL VENT CONNECTORS FIGURE B-8 MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE B-9 MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH SINGLE-WALL METAL VENT CONNECTORS FIGURE B-10 ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING TWO OR MORE DRAFT-HOOD-EQUIPPED APPLIANCES
817	FIGURE B-11 USE OF MANIFOLD COMMON VENT CONNECTOR FIGURE B-12 USE OF OFFSET COMMON VENT FIGURE B-13 MULTISTORY GAS VENT DESIGN PROCEDURE FOR EACH SEGMENT OF SYSTEM FIGURE B-14 MULTISTORY VENT SYSTEMS
818	FIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE
819	EXAMPLES USING COMMON VENTING TABLES FIGURE B-17 (EXAMPLE 4) COMMON VENTING TWO DRAFT-HOOD-EQUIPPED APPLIANCES FIGURE B-18 (EXAMPLE 5A) COMMON VENTING A DRAFT HOOD WITH A FAN-ASSISTED FURNACE INTO A TYPE B DOUBLE-WALL COMMON VENT
821	TABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa
822	FIGURE B-19
824	APPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS APPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS
826	APPENDIX D RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION D.1 GENERAL D.2 OCCUPANT AND INSPECTOR SAFETY
827	D.3 GAS PIPING AND CONNECTION INSPECTIONS D.4 INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE NOT OPERATING
828	D.5 INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE OPERATING
829	D.6 APPLIANCE-SPECIFIC INSPECTIONS
831	TABLE D.6 CO THRESHOLDS
832	APPENDIX E MANUFACTURED HOUSING USED AS DWELLINGS SECTION AE101 SCOPE SECTION AE102 APPLICATION TO EXISTING MANUFACTURED HOMES AND BUILDING SERVICE EQUIPMENT
833	SECTION AE201 DEFINITIONS SECTION AE301 PERMITS SECTION AE302 APPLICATION FOR PERMIT
834	SECTION AE303 PERMITS ISSUANCE
835	SECTION AE304 FEES SECTION AE305 INSPECTIONS
836	SECTION AE306 SPECIAL INSPECTIONS SECTION AE307 UTILITY SERVICE SECTION AE401 OCCUPANCY CLASSIFICATION SECTION AE402 LOCATION ON PROPERTY SECTION AE501 DESIGN
837	SECTION AE502 FOUNDATION SYSTEMS SECTION AE503 SKIRTING AND PERIMETER ENCLOSURES SECTION AE504 STRUCTURAL ADDITIONS
838	SECTION AE505 BUILDING SERVICE EQUIPMENT SECTION AE506 EXITS SECTION AE507 OCCUPANCY, FIRE SAFETY AND ENERGY CONSERVATION STANDARDS SECTION AE600 SPECIAL REQUIREMENTS FOR FOUNDATION SYSTEMS SECTION AE601 FOOTINGS AND FOUNDATIONS SECTION AE602 PIER CONSTRUCTION SECTION AE603 HEIGHT OF PIERS
839	SECTION AE604 ANCHORAGE INSTALLATIONS SECTION AE605 TIES, MATERIALS AND INSTALLATION
840	SECTION AE606 REFERENCED STANDARDS
842	APPENDIX F RADON CONTROL METHODS SECTION AF101 SCOPE SECTION AF102 DEFINITIONS SECTION AF103 REQUIREMENTS
845	FIGURE AF101 EPA MAP OF RADON ZONES
846	TABLE AF101(1) HIGH RADON-POTENTIAL (ZONE 1) COUNTIESa
847	TABLE AF101(1)—continued HIGH RADON-POTENTIAL (ZONE 1) COUNTIESa
848	FIGURE AF102 RADON-RESISTANT CONSTRUCTION DETAILS FOR FOUR FOUNDATION TYPES
850	APPENDIX G PIPING STANDARDS FOR VARIOUS APPLICATIONS SECTION AG101 PLASTIC PIPING STANDARDS TABLE AG101.1 PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONSa,b
851	TABLE AG101.1—continued PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONSa,b
852	TABLE AG101.1—continued PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONSa,b
853	SECTION AG102 REFERENCED STANDARDS
854	APPENDIX H PATIO COVERS SECTION AH101 GENERAL SECTION AH102 DEFINITION SECTION AH103 EXTERIOR WALLS AND OPENINGS SECTION AH104 HEIGHT SECTION AH105 STRUCTURAL PROVISIONS SECTION AH106 SPECIAL PROVISIONS FOR ALUMINUM SCREEN ENCLOSURES IN HURRICANE-PRONE REGIONS
855	TABLE AH106.4(1) DESIGN WIND PRESSURES FOR SCREEN ENCLOSURE FRAMINGa, b, e, f, g, h TABLE AH106.4(2) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE
856	FIGURE AH106.4.1 ULTIMATE DESIGN WIND SPEEDS FOR PATIO COVERS AND SCREEN ENCLOSURES
858	APPENDIX K SOUND TRANSMISSION SECTION AK101 GENERAL SECTION AK102 AIR-BORNE SOUND SECTION AK103 STRUCTURAL-BORNE SOUND SECTION AK104 REFERENCED STANDARDS
860	APPENDIX N VENTING METHODS FIGURE N1 TYPICAL SINGLE-BATH WET-VENT ARRANGEMENTS
861	FIGURE N2 TYPICAL DOUBLE-BATH WET-VENT ARRANGEMENTS
862	FIGURE N3 TYPICAL HORIZONTAL WET VENTING
863	FIGURE N4 TYPICAL METHODS OF WET VENTING
864	FIGURE N5 SINGLE STACK SYSTEM FOR A TWO-STORY DWELLING
865	FIGURE N6 WASTE STACK VENTING FIGURE N7 CIRCUIT VENT WITH ADDITIONAL NONCIRCUIT-VENTED BRANCH
866	APPENDIX P SIZING OF WATER PIPING SYSTEM SECTION AP101 GENERAL SECTION AP102 INFORMATION REQUIRED SECTION AP103 SELECTION OF PIPE SIZE
870	TABLE AP.1 TABLE AP.2
871	FIGURE AP103.3(1) EXAMPLE—SIZING
872	TABLE AP103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS
873	TABLE AP103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa
874	TABLE AP103.3(3) TABLE FOR ESTIMATING DEMAND
875	TABLE AP103.3(3)—continued TABLE FOR ESTIMATING DEMAND TABLE AP103.3(4) LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH (psi)
876	TABLE AP103.3(5) ALLOWANCE IN EQUIVALENT LENGTHS OF PIPE FOR FRICTION LOSS IN VALVES AND THREADED FITTINGS (feet) TABLE AP103.3(6) PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEa (feet)
877	FIGURE AP103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B88 COPPER TUBING)
878	FIGURE AP103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B88 COPPER TUBING)
879	FIGURE AP103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B88 COPPER TUBING)
880	FIGURE AP103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa
881	FIGURE AP103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa
882	FIGURE AP103.3(7) FRICTION LOSS IN ROUGH PIPEa
883	SECTION AP201 SELECTION OF PIPE SIZE
884	TABLE AP201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.)
885	TABLE AP201.1—continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.)
886	APPENDIX R LIGHT STRAW-CLAY CONSTRUCTION SECTION AR101 GENERAL SECTION AR102 DEFINITIONS SECTION AR103 NONBEARING LIGHT STRAW-CLAY CONSTRUCTION
887	SECTION AR104 THERMAL INSULATION SECTION AR105 REFERENCED STANDARD
888	APPENDIX S STRAWBALE CONSTRUCTION SECTION AS101 GENERAL SECTION AS102 DEFINITIONS SECTION AS103 BALES
889	SECTION AS104 FINISHES
890	SECTION AS105 STRAWBALE WALLS—GENERAL
891	TABLE AS105.4 OUT-OF-PLANE RESISTANCE AND UNRESTRAINED WALL DIMENSIONS
892	SECTION AS106 STRAWBALE WALLS—STRUCTURAL TABLE AS106.6.1 MINIMUM COMPRESSIVE STRENGTH FOR PLASTERS ON STRUCTURAL WALLS
893	TABLE AS106.12 ALLOWABLE SUPERIMPOSED VERTICAL LOADS (LBS/FOOT) FOR PLASTERED LOAD-BEARING STRAWBALE WALLS TABLE AS106.13(1) PLASTERED STRAWBALE BRACED WALL PANEL TYPES
894	TABLE AS106.13(2) BRACING REQUIREMENTS FOR STRAWBALE BRACED WALL PANELS BASED ON WIND SPEED
895	TABLE AS106.13(3) BRACING REQUIREMENTS FOR STRAWBALE BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY SECTION AS107 FIRE RESISTANCE
896	SECTION AS108 THERMAL INSULATION SECTION AS109 REFERENCED STANDARDS
898	APPENDIX T RECOMMENDED PROCEDURE FOR WORST-CASE TESTING OF ATMOSPHERIC VENTING SYSTEMS UNDER N1102.4 OR N1105 CONDITIONS ≤ 5ACH50 SECTION T101 SCOPE SECTION T202 GENERAL DEFINITIONS SECTION T301 TESTING PROCEDURE
899	TABLE T301.1(1) CAZ DEPRESSURIZATION LIMITS TABLE T301.1(2) ACCEPTABLE DRAFT TEST CORRECTION TABLE T301.1(3) ACCEPTABLE DRAFT TEST CORRECTION
900	APPENDIX U SOLAR-READY PROVISIONS—DETACHED ONE- AND TWO-FAMILY DWELLINGS, MULTIPLE SINGLE-FAMILY DWELLINGS (TOWNHOUSES) SECTION U101 SCOPE SECTION U102 GENERAL DEFINITIONS SECTION U103 SOLAR-READY ZONE
902	INDEX
916	ICC ASSESSMENT CENTER
917	ICC EVALUATION SERVICE
918	ICC MEMBERSHIP
919	VALUABLE GUIDES TO CHANGES IN THE 2015 I-CODES®


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Standard Title	Virginia Residential Code
Published Code	VA
Publication Date	2015
Pages Count	919