Name: VA Residential Code 2012 2ndEdition PDF - PDF Standards Store
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1	2012 VIRGINIA RESIDENTIAL CODE
2	2012 VIRGINIA RESIDENTIAL CODE EXCERPTS FROM THE VIRGINIA CONSTRUCTION CODE FOR RESIDENTIAL WORK 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
17	SECTION 104 ENFORCEMENT, GENERALLY SECTION 105 LOCAL BUILDING DEPARTMENT
18	SECTION 106 POWERS AND DUTIES OF THE BUILDING OFFICIAL SECTION 107 FEES
19	SECTION 108 APPLICATION FOR PERMIT
21	SECTION 109 CONSTRUCTION DOCUMENTS
22	SECTION 110 PERMITS
23	SECTION 111 RDP SERVICES SECTION 112 WORKMANSHIP, MATERIALS AND EQUIPMENT SECTION 113 INSPECTIONS
25	SECTION 114 STOP WORK ORDERS SECTION 115 VIOLATIONS SECTION 116 CERTIFICATES OF OCCUPANCY
26	SECTION 117 TEMPORARY AND MOVED BUILDINGS AND STRUCTURES; DEMOLITION SECTION 118 UNSAFE BUILDINGS OR STRUCTURES
27	SECTION 119 APPEALS
30	PART II—DEFINITIONS CHAPTER 2 DEFINITIONS SECTION R201 GENERAL SECTION R202 DEFINITIONS
46	PART III—BUILDING PLANNING AND CONSTRUCTION CHAPTER 3 BUILDING PLANNING SECTION R301 DESIGN CRITERIA
47	TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
48	TABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (psf)a, b, c, d, e
49	TABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2) FIGURE R301.2(1) ISOLINES OF THE 971/2 PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES (°F)
50	FIGURE R301.2(2) SEISMIC DESIGN CATEGORIES—SITE CLASS D(continued)
51	FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D
52	FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D
53	FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D
54	FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D
55	FIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETEa, b
56	FIGURE R301.2(4)A BASIC WIND SPEEDS
57	FIGURE R301.2(4)B REGIONS WHERE WIND DESIGN IS REQUIRED
58	FIGURE R301.2(4)C WIND-BORNE DEBRIS REGIONS
59	FIGURE R301.2(5) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb/ft2)
60	FIGURE R301.2(5)—continued GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb/ft2)
61	FIGURE R301.2(6) TERMITE INFESTATION PROBABILITY MAP
62	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 EQUIVALENT BASIC WIND SPEEDSa
63	TABLE R301.2.1.5.1 BASIC WIND MODIFICATION FOR TOPOGRAPHIC WIND EFFECT
64	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 FIGURE R301.2.1.5.1(3) UPWIND OBSTRUCTION
65	TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION TABLE R301.2.2.2.1 WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOADa
68	TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot)
69	TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSb, c SECTION R302 FIRE-RESISTANT CONSTRUCTION TABLE R302.1(1) EXTERIOR WALLS
70	TABLE R302.1(2) EXTERIOR WALLS—DWELLINGS WITH FIRE SPRINKLERS
72	TABLE R302.6 DWELLING/GARAGE SEPARATION
74	SECTION R303 LIGHT, VENTILATION AND HEATING
75	SECTION R304 MINIMUM ROOM AREAS SECTION R305 CEILING HEIGHT SECTION R306 SANITATION
76	SECTION R307 TOILET, BATH AND SHOWER SPACES FIGURE R307.1 MINIMUM FIXTURE CLEARANCES
77	SECTION R308 GLAZING 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
79	SECTION R309 GARAGES AND CARPORTS
80	SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION R311 MEANS OF EGRESS
83	SECTION R312 GUARDS AND WINDOW FALL PROTECTION
84	SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS SECTION R314 SMOKE ALARMS
85	SECTION R315 CARBON MONOXIDE ALARMS SECTION R316 FOAM PLASTIC
87	SECTION R317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY
88	SECTION R318 PROTECTION AGAINST SUBTERRANEAN TERMITES
89	SECTION R319 SITE ADDRESS SECTION R320 ACCESSIBILITY SECTION R321 ELEVATORS AND PLATFORM LIFTS SECTION R322 FLOOD-RESISTANT CONSTRUCTION
92	SECTION R323 STORM SHELTERS
93	SECTION R324 RADON-RESISTANT CONSTRUCTION SECTION R325 SWIMMING POOLS SECTION R326 PATIO COVERS SECTION R327 SOUND TRANSMISSION SECTION R328 FIRE EXTINGUISHERS
94	CHAPTER 4 FOUNDATIONS SECTION R401 GENERAL TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa SECTION R402 MATERIALS
95	TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SECTION R403 FOOTINGS
96	FIGURE R403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS
97	FIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION
98	FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION TABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS (inches)a
99	FIGURE R403.1.3.2 DOWELS FOR SLABS-ON-GROUND WITH TURNED-DOWN FOOTINGS
101	FIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES
103	FIGURE R403.3(1) INSULATION PLACEMENT FOR FROST PROTECTED FOOTINGS IN HEATED BUILDINGS TABLE R403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGSa
104	FIGURE R403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD
105	TABLE R403.3(2) AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
106	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
107	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
108	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
109	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
110	FIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE
111	FIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE TABLE R403.4 MINIMUM DEPTH OF CRUSHED STONE FOOTINGS (D), (inches)
112	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
113	TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLS
114	TABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 5 INCHESa, c
115	TABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 6.75 INCHESa, c
116	TABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 8.75 INCHESa, c
117	TABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLSa, b
118	TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, g, h, i, j
119	TABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i
120	TABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i
121	TABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, g, h, i
122	TABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, f, h, i, j
123	TABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLSb, c, d, e, g,
124	TABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10-INCH AND 12-INCH NOMINAL FLAT BASEMENT WALLSb, c, d, e, f, h, i, k, n
125	TABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEELa, b, c
127	FIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS
129	TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure)
130	SECTION R405 FOUNDATION DRAINAGE TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM
131	SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING
132	SECTION R407 COLUMNS SECTION R408 UNDER-FLOOR SPACE
134	CHAPTER 5 FLOORS SECTION R501 GENERAL SECTION R502 WOOD FLOOR FRAMING
135	FIGURE R502.2 FLOOR CONSTRUCTION
136	TABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Î” = 360)
137	TABLE R502.3.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)a
138	TABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIE S(Residential living areas, live load = 40 psf, L/Î” = 360)
139	TABLE R502.3.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)b
140	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
142	TABLE R502.5(1) GIRDER SPANSa,b AND HEADER SPANSa,b FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb and required number of jack studs)
143	TABLE R502.5(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) TABLE R502.5(2) GIRDER SPANSa,b AND HEADER SPANSa,b FOR INTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb and required number of jack studs)
144	TABLE R502.5(3) GIRDER AND HEADER SPANSa FOR PORCHESb,c (Maximum span for southern pine) FIGURE R502.8 CUTTING, NOTCHING AND DRILLING
145	SECTION R503 FLOOR SHEATHING TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING
146	TABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENT TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa
147	SECTION R504 PRESSURE PRESERVATIVELY TREATED-WOOD FLOORS (ON GROUND) SECTION R505 STEEL FLOOR FRAMING
148	FIGURE R505.1.2 IN-LINE FRAMING TABLE R505.2(1) COLD-FORMED STEEL JOIST SIZES
149	FIGURE R505.2(1) C-SHAPED SECTION TABLE R505.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS FIGURE R505.2(2) TRACK SECTION TABLE R505.2.4 SCREW SUBSTITUTION FACTOR
150	FIGURE R505.2.5.1 FLOOR JOIST WEB HOLES FIGURE R505.2.5.3 WEB HOLE PATCH
151	TABLE R505.3.1(1) FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTSa FIGURE 505.3.1(1) FLOOR TO EXTERIOR LOAD-BEARING WALL STUD CONNECTION
152	TABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa FIGURE R505.3.1(2) FLOOR TO WOOD SILL CONNECTION
153	FIGURE R505.3.1(3) FLOOR TO FOUNDATION CONNECTION FIGURE R505.3.1(4) CANTILEVERED FLOOR TO FOUNDATION CONNECTION
154	FIGURE R505.3.1(5) CANTILEVERED FLOOR TO WOOD SILL CONNECTION FIGURE R505.3.1(6) CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION
155	FIGURE R505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL
156	FIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL FIGURE R505.3.1(9) BEARING STIFFENERS FOR END JOISTS
157	TABLE R505.3.2(1) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—SINGLE SPANSa, b, c, d 33 ksi STEEL
158	TABLE R505.3.2(2) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—MULTIPLE SPANSa, b, c, d, e, f 33 ksi STEEL
159	TABLE R505.3.2(3) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—MULTIPLE SPANSa, b, c, d, e, f 50 ksi STEEL
160	FIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID) FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP)
161	FIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS
162	FIGURE R505.3.4(2) BEARING STIFFENER TABLE R505.3.4(1) CLIP ANGLE BEARING STIFFENERS (20 psf equivalent snow load)
163	TABLE R505.3.4(2) CLIP ANGLE BEARING STIFFENERS (30 psf equivalent snow load) TABLE R505.3.4(3) CLIP ANGLE BEARING STIFFENERS (50 psf equivalent snow load)
164	TABLE R505.3.4(4) CLIP ANGLE BEARING STIFFENERS (70 psf equivalent snow load) SECTION R506 CONCRETE FLOORS (ON GROUND)
165	FIGURE R505.3.7 TRACK SPLICE FIGURE R505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION: 6-FOOT FLOOR OPENING
166	FIGURE R505.3.8(2) COLD-FORMED STEEL FLOOR CONSTRUCTION—8-FOOT FLOOR OPENING FIGURE R505.3.8(3) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—6-FOOT OPENING
167	FIGURE R505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—8-FOOT OPENING SECTION R507 DECKS
168	TABLE R507.2 FASTENER SPACING FOR A SOUTHERN PINE OR HEM-FIR DECK LEDGER AND A 2-INCH-NOMINAL SOLID-SAWN SPRUCE-PINE-FIR BAND JOISTc, f, g (Deck live load = 40 psf, deck dead load = 10 psf) TABLE 507.2.1 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS FIGURE R507.2.1(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS
169	FIGURE R507.2.1(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS FIGURE 507.2.3 DECK ATTACHMENT FOR LATERAL LOADS TABLE R507.4 MAXIMUM JOIST SPACING (inches)
170	FIGURE R507.5 TYPICAL DECK JOIST SPANS TABLE R507.5 DECK JOIST SPANSa AND CANTILEVERSa FOR COMMON LUMBER SPECIES
171	FIGURE R507.6 TYPICAL DECK BEAM SPANS TABLE R507.6 DECK BEAM SPANa LENGTHSb,c
172	FIGURE R507.7.1 DECK BEAM TO DECK POST TABLE R507.8 DECK POST HEIGHTa (feet) FIGURE R507.8.1 TYPICAL DECK POSTS TO DECK FOOTINGS
174	CHAPTER 6 WALL CONSTRUCTION SECTION R601 GENERAL SECTION R602 WOOD WALL FRAMING
175	TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
176	TABLE R602.3(1)—continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
177	TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1)
178	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 TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDSa
179	FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING
180	FIGURE R602.3(2) FRAMING DETAILS
182	FIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS
183	FIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING
184	TABLE R602.7.1 SPANS FOR MINIMUM No.2 GRADE SINGLE HEADERa, b, c, f
185	FIGURE R602.7.1(1) SINGLE MEMBER HEADER IN EXTERIOR BEARING WALL FIGURE R602.7.1(2) ALTERNATIVE SINGLE MEMBER HEADER WITHOUT CRIPPLE
187	TABLE R602.7.2 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa FIGURE R602.7.2 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION
188	FIGURE R602.10.1.1 BRACED WALL LINES TABLE R602.10.1.3 BRACED WALL LINE SPACING
189	FIGURE R602.10.1.4 ANGLED WALLS FIGURE R602.10.2.2 LOCATION OF BRACED WALL PANELS
191	TABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED
192	TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED
193	TABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING
194	TABLE R602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY
195	TABLE R602.10.3(3)—continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY
196	TABLE R602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING
197	TABLE R602.10.4 BRACING METHODS
198	TABLE R602.10.4—continued BRACING METHODS
200	TABLE R602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS
201	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 TABLE R602.10.6.1 MINIMUM HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS
202	FIGURE R602.10.6.1 METHOD ABW—ALTERNATE BRACED WALL PANEL FIGURE R602.10.6.2 METHOD PFH—PORTAL FRAME WITH HOLD-DOWNS
203	FIGURE R602.10.6.3 METHOD PFG—PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C
204	FIGURE R602.10.6.4 METHOD CS-PF—CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION
205	TABLE R602.10.6.4 TENSION STRAP CAPACITY REQUIRED FOR RESISTING WIND PRESSURES PERPENDICULAR TO METHOD PFH, PFG AND CS-PF BRACED WALL PANELS
206	TABLE R602.10.6.5 METHOD BV-WSP WALL BRACING REQUIREMENTS
207	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
208	FIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING
209	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
210	FIGURE R602.10.8.2(1) BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS
211	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
212	FIGURE R602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS
214	FIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION
215	TABLE R602.12.2 BRACED WALL PANEL LENGTHS FIGURE R602.12.3 CIRCUMSCRIBED RECTANGLES
216	TABLE R602.12.4 REQUIRED LENGTH OF BRACING ALONG EACH SIDE OF A CIRCUMSCRIBED RECTANGLEa,b,c
217	FIGURE R602.12.4.1 BRACED WALL PANEL ASSIGNMENT TO RECTANGLE SIDES FIGURE R602.12.4.3 COMMON SIDES WITH SKEWED RECTANGLES
218	FIGURE R602.12.6PANEL DISTRIBUTION SECTION R603 STEEL WALL FRAMING
219	FIGURE R603.1.2 IN-LINE FRAMING FIGURE R603.2(1) C-SHAPED SECTION FIGURE R603.2(2) TRACK SECTION
220	TABLE R603.2(1) LOAD-BEARING COLD-FORMED STEEL STUD SIZES TABLE R603.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS TABLE R603.2.4 SCREW SUBSTITUTION FACTOR
221	FIGURE R603.2.5.1 WEB HOLES FIGURE R603.2.5.3 STUD WEB HOLE PATCH
222	TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa, b FIGURE R603.3.1(1) WALL TO FLOOR CONNECTION
223	FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION FIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION
224	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
225	TABLE R603.3.2(1) WALL FASTENING SCHEDULEa TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 KSI STEEL
226	TABLE R603.3.2(3) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 50 KSI STEEL
227	TABLE R603.3.2(4) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 KSI STEEL
228	TABLE R603.3.2(5) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 50 KSI STEEL
229	TABLE R603.3.2(6) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 KSI STEEL
230	TABLE R603.3.2(7) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 50 KSI STEEL
231	TABLE R603.3.2(8) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 KSI STEEL
232	TABLE R603.3.2(9) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 50 KSI STEEL
233	TABLE R603.3.2(10) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 KSI STEEL
234	TABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 50 KSI STEEL
235	TABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 33 KSI STEEL
236	TABLE R603.3.2(13) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 50 KSI STEEL
237	TABLE R603.3.2(14) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 33 KSI STEEL
238	TABLE R603.3.2(15) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 50 KSI STEEL
239	TABLE R603.3.2(16) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 33 KSI STEEL
240	TABLE R603.3.2(17) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 50 KSI STEEL
241	TABLE R603.3.2(18) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 33 KSI STEEL
242	TABLE R603.3.2(19) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 50 KSI S
243	TABLE R603.3.2(20) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 33 KSI STEEL
244	TABLE R603.3.2(21) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 50 KSI STEEL
245	TABLE R603.3.2(22) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 33 KSI STEEL
246	TABLE R603.3.2(23) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 33 KSI STEEL
247	TABLE R603.3.2(24) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 33 KSI STEEL
248	TABLE R603.3.2(25) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 50 KSI STEEL
249	TABLE R603.3.2(26) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 33 KSI STEEL
250	TABLE R603.3.2(27) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 50 KSI STEEL
251	TABLE R603.3.2(28) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 33 KSI STEEL
252	TABLE R603.3.2(29) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 50 KSI STEEL
253	TABLE R603.3.2(30) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 33 KSI STEEL
254	TABLE R603.3.2(31) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 50 KSI STEEL
255	TABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa, b, c 33 KSI STEEL
256	TABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa, b, c 50 KSI STEEL
257	TABLE R603.3.2.1(3) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa, b, c 33 KSI STEEL
258	TABLE R603.3.2.1(4) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa, b, c 50 KSI STEEL
259	FIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY FIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL FIGURE R603.3.5 TRACK SPLICE
260	FIGURE R603.4 CORNER FRAMING
261	FIGURE R603.6(1) BOX BEAM HEADER FIGURE R603.6(2) BACK-TO-BACK HEADER
262	TABLE R603.6(1) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 Ksi steel)a, b
263	TABLE R603.6(2) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 Ksi steel)a, b
264	TABLE R603.6(3) BOX-BEAM HEADER SPAN SHeaders Supporting Roof and Ceiling Only (33 Ksi steel)a, b
265	TABLE R603.6(4) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 Ksi steel)a, b
266	TABLE R603.6(5) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 Ksi steel)a, b
267	TABLE R603.6(6) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 Ksi steel)a, b
268	TABLE R603.6(7) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 Ksi steel)a, b
269	TABLE R603.6(8) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 Ksi steel)a, b
270	TABLE R603.6(9) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 Ksi steel)a, b
271	TABLE R603.6(10) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 Ksi steel)a, b
272	TABLE R603.6(11) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 Ksi steel)a, b
273	TABLE R603.6(12) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 Ksi steel)a,b
274	TABLE R603.6(13) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 Ksi steel)a,b
275	TABLE R603.6(14) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 Ksi steel)a,b
276	TABLE R603.6(15) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 Ksi steel)a, b
277	TABLE R603.6(16) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 Ksi steel)a, b
278	TABLE R603.6(17) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 Ksi steel)a, b
279	TABLE R603.6(18) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 Ksi steel)a, b
280	TABLE R603.6(19) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 Ksi steel)a, b
281	TABLE R603.6(20) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 Ksi steel)a, b
282	TABLE R603.6(21) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 Ksi steel)a,
283	TABLE R603.6(22) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 Ksi steel)a, b
284	TABLE R603.6(23) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 Ksi steel)a, b
285	TABLE R603.6(24) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 Ksi steel)a, b
286	FIGURE R603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL FIGURE R603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL
287	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 FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN
288	TABLE R603.8 HEAD AND SILL TRACK SPAN Fy = 33 KSI FIGURE R603.9.2 CORNER STUD HOLD-DOWN DETAIL
289	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
290	SECTION R604 WOOD STRUCTURAL PANELS SECTION R605 PARTICLEBOARD SECTION R606 GENERAL MASONRY CONSTRUCTION
291	TABLE R606.5 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY
292	TABLE R606.9 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS
293	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
294	FIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C
295	FIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1, OR D2
296	TABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES
297	TABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDING ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D TABLE R606.12.4.1 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2
298	TABLE R606.12.4.2 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 TABLE R606.15.1 MINIMUM CORROSION PROTECTION SECTION R607 UNIT MASONRY
299	TABLE R607.1 MORTAR PROPORTIONSa, b SECTION R608 MULTIPLE-WYTHE MASONRY
300	SECTION R609 GROUTED MASONRY
301	TABLE R609.1.1 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION TABLE R609.1.2 GROUT SPACE DIMENSIONS AND POUR HEIGHTS
302	SECTION R610 GLASS UNIT MASONRY
303	FIGURE R610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE SECTION R611 EXTERIOR CONCRETE WALL CONSTRUCTION
304	TABLE R611.3 DIMENSIONAL REQUIREMENTS FOR WALLSa, b
305	FIGURE R611.3(1) FLAT WALL SYSTEM FIGURE R611.3(2) WAFFLE-GRID WALL SYSTEM FIGURE R611.3(3) SCREEN-GRID WALL SYSTEM
307	TABLE R611.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS FIGURE R611.5.4(1) LAP SPLICES
308	FIGURE R611.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION FIGURE R611.5.4(3) STANDARD HOOKS
309	TABLE R611.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND/OR ALTERNATIVE GRADE OF STEELa
310	FIGURE R611.6(1) ABOVE-GRADE CONCRETE WALL CONSTRUCTION ONE FIGURE R611.6(2) ABOVE-GRADE CONCRETE WALL CONSTRUCTION CONCRETE FIRST-STORY AND LIGHT-FRAMED SECOND-STORY
311	FIGURE R611.6(3) ABOVE-GRADE CONCRETE WALL CONSTRUCTION TWO-STORY FIGURE R611.6(4) ABOVE-GRADE CONCRETE WALL SUPPORTED ON MONOLITHIC SLAB-ON-GROUND FOOTING
312	TABLE R611.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLSa, b, c, d, e
313	TABLE R611.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLSa, b, c, d, e
314	TABLE R611.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLSa, b, c, d, e
315	TABLE R611.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRIDABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLSa, b, c, d, e, k, l
316	EQUATION R6-1
317	EQUATION R6-2 TABLE R611.7(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
318	TABLE R611.7(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
319	TABLE R611.7(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
320	TABLE R611.7(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
321	TABLE R611.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa, c, d, e, f, g
322	TABLE R611.7(1C)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa, c, d, e, f, g
323	TABLE R611.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEETa TABLE R611.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEETa, b
324	TABLE R611.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLSa, c
325	FIGURE R611.7(1) MINIMUM SOLID WALL LENGTH
327	FIGURE R611.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL
328	FIGURE R611.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS
329	FIGURE R611.8(1) REINFORCEMENT OF OPENINGS
330	FIGURE R611.8(2) LINTEL FOR FLAT WALLS FIGURE R611.8(3) LINTELS FOR WAFFLE-GRID WALLS
331	FIGURE R611.8(4) LINTELS FOR SCREEN-GRID WALLS
332	TABLE R611.8(1) LINTEL DESIGN LOADING CONDITIONSa, b, d
333	TABLE R611.8(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
334	TABLE R611.8(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
335	TABLE R611.8(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
336	TABLE R611.8(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
337	TABLE R611.8(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
338	TABLE R611.8(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
339	TABLE R611.8(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
340	TABLE R611.8(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
341	TABLE R611.8(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
342	TABLE R611.8(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
343	TABLE R611.8(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
344	TABLE R611.8(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
345	TABLE R611.8(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
346	TABLE R611.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g, h
347	TABLE R611.8(9)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g, h TABLE R611.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN-GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSc, d, e, f, g
349	FIGURE R611.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
350	TABLE R611.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c
351	FIGURE R611.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL FRAMING PARALLEL
352	TABLE R611.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b
353	FIGURE R611.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR
354	TABLE R611.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
355	FIGURE R611.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PARALLEL
356	TABLE R611.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
357	FIGURE R611.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
358	TABLE R611.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d
359	FIGURE R611.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
360	TABLE R611.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b, c, d
361	FIGURE R611.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR
362	TABLE R611.9(7) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
363	FIGURE R611.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
364	TABLE R611.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
365	FIGURE R611.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
366	TABLE R611.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
367	FIGURE R611.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL FRAMING PARALLEL
368	TABLE R611.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
369	FIGURE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
370	TABLE R611.9(11) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
371	FIGURE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
372	TABLE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
373	SECTION R612 EXTERIOR WINDOWS AND DOORS
374	FIGURE R612.7.2(1) THROUGH THE FRAME FIGURE R612.7.2(2) FRAME CLIP FIGURE R612.7.2(3) THROUGH THE FRAME FIGURE R612.7.2(4) FRAME CLIP
375	FIGURE R612.7.2(5) THROUGH THE FLANGE FIGURE R612.7.2(6) THROUGH THE FLANGE FIGURE R612.7.2(7) FRAME CLIP FIGURE R612.7.2(8) THROUGH THE FLANGE
376	SECTION R613 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION TABLE R613.3.1 MINIMUM PROPERTIES FOR POLYURETHANE INSULATION USED AS SIPS CORE TABLE R613.3.2 MINIMUM PROPERTIESa FOR ORIENTED STRAND BOARD FACER MATERIAL IN SIP WALLS
377	FIGURE R613.4 SIP WALL PANEL
378	TABLE R613.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY (inches
379	TABLE R613.5(2) MINIMUM THICKNESS FOR SIP WALLS SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF (inches)a
380	FIGURE R613.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS FIGURE R613.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
381	FIGURE R613.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION FIGURE R613.5(4) SIP WALL-TO-WALL PLATFORM FRAME CONNECTION
382	FIGURE R613.5(5) SIP WALL-TO-WALL BALLOON FRAME CONNECTION (I-Joist floor shown for Illustration only) FIGURE R613.5.1 SIP WALL FRAMING CONFIGURATION
383	FIGURE R613.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT FIGURE R613.8 TYPICAL SIP CONNECTION DETAILS FOR VERTICAL IN-PLANE JOINTS
384	FIGURE R613.9 SIP CORNER FRAMING DETAIL TABLE R613.10 MAXIMUM SPANS FOR 117/8-INCH-DEEP SIP HEADERS (feet)a
386	CHAPTER 7 WALL COVERING SECTION R701 GENERAL SECTION R702 INTERIOR COVERING TABLE R702.1(1) THICKNESS OF PLASTER
387	TABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME
388	TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD
389	TABLE R702.3.7 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
390	TABLE R702.7.1 CLASS III VAPOR RETARDERS SECTION R703 EXTERIOR COVERING
391	TABLE R703.5.2 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa, b, c (Dimensions are in inches)
392	TABLE R703.4 WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS
393	TABLE R703.4—continued WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS
395	FIGURE R703.7 MASONRY VENEER WALL DETAILS
396	FIGURE R703.7—continued MASONRY VENEER WALL DETAILS
397	TABLE R703.7(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C TABLE R703.7(2) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, WOOD FRAMING, SEISMIC DESIGN CATEGORIES D0, D1 AND D2
398	FIGURE R703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES FIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS
399	TABLE R703.7.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa, b, c, d TABLE R703.7.3.2 HEIGHT OF MASONRY VENEER ABOVE OPENING FIGURE R703.7.3.2 MASONRY VENEER OPENING
400	TABLE R703.7.4 TIE ATTACHMENT AND AIR SPACE REQUIREMENTS
402	CHAPTER 8 ROOF-CEILING CONSTRUCTION SECTION R801 GENERAL SECTION R802 WOOD ROOF FRAMING
404	TABLE R802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Î” = 240)
405	TABLE R802.4(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
406	TABLE R802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Î” = 240)
407	TABLE R802.4(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)
408	TABLE R802.5.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L/Î” = 180)
409	TABLE R802.5.1(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L/Δ = 180)
410	TABLE R802.5.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L/Î” = 240)
411	TABLE R802.5.1(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L/Δ = 240)
412	TABLE R802.5.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L/Î” = 180)
413	TABLE R802.5.1(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L/Δ = 180)
414	TABLE R802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L/Î” = 180)
415	TABLE R802.5.1(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L/Δ = 180)
416	TABLE R802.5.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L/Î” = 240)
417	TABLE R802.5.1(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L/Δ = 240)
418	TABLE R802.5.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L/Î” = 240)
419	TABLE R802.5.1(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L/Δ = 240)
420	TABLE R802.5.1(7) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L/Î” = 180)
421	TABLE R802.5.1(7)—continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L/Δ = 180)
422	TABLE R802.5.1(8) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L/Î” = 240)
423	TABLE R802.5.1(8)—continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L/Δ = 240)
424	TABLE R802.5.1(9) RAFTER/CEILING JOIST HEEL JOINT CONNECTIONSa, b, c, d, e, f, h
425	FIGURE R802.5.1 BRACED RAFTER CONSTRUCTION
426	FIGURE R802.7.1.1 RAFTER NOTCH FIGURE R802.7.1.2 CEILING JOIST TAPER CUT
428	SECTION R803 ROOF SHEATHING TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING SECTION R804 STEEL ROOF FRAMING
429	TABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (POUNDS PER CONNECTION)a, b, c, d, e, f, g, h
430	TABLE R802.11—continued RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (POUNDS PER CONNECTION)a, b, c, d, e, f, g, h
431	FIGURE R804.1.2 IN-LINE FRAMING TABLE R804.2(1) LOAD-BEARING COLD-FORMED STEEL MEMBER SIZES TABLE R804.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS
432	TABLE R804.2.4 SCREW SUBSTITUTION FACTOR FIGURE R804.2(1) C-SHAPED SECTION FIGURE R804.2(2) TRACK SECTION
433	FIGURE R804.2.5.1 WEB HOLES FIGURE R804.2.5.3 WEB HOLE PATCH
434	FIGURE R804.3 STEEL ROOF CONSTRUCTION
435	TABLE R804.3 ROOF FRAMING FASTENING SCHEDULEa, b TABLE R804.3.1.1(1) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 10 PSF LIVE LOAD (NO ATTIC STORAGE)a, b, c 33 KSI STEEL
436	TABLE R804.3.1.1(2) CEILING JOIST SPANS TWO EQUAL SPANS WITH BEARING STIFFENERS 10 PSF LIVE LOAD (NO ATTIC STORAGE)a, b, c 33 KSI STEEL
437	TABLE R804.3.1.1(3) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c 33 KSI STEEL
438	TABLE R804.3.1.1(4) CEILING JOIST SPANS TWO EQUAL SPANS WITH BEARING STIFFENERS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c 33 KSI STEEL
439	TABLE R804.3.1.1(5) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 10 PSF LIVE LOAD (NO ATTIC STORAGE)a, b 33 KSI STEEL
440	TABLE R804.3.1.1(6) CEILING JOIST SPANS TWO EQUAL SPANS WITHOUT BEARING STIFFENERS 10 PSF LIVE LOAD (NO ATTIC STORAGE)a,b 33 KSI STEEL
441	TABLE R804.3.1.1(7) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)a, b 33 KSI STEEL
442	TABLE R804.3.1.1(8) CEILING JOIST SPANS TWO EQUAL SPANS WITHOUT BEARING STIFFENERS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)a, b 33 KSI STEEL
443	TABLE R804.3.1.1(9) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTIONa FIGURE R804.3.1.1(1) JOIST TO RAFTER CONNECTION
444	FIGURE R804.3.1.1(2) BEARING STIFFENER FIGURE R804.3.1.4(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPE, TRACK OR COLD-ROLLED CHANNEL
446	FIGURE R804.3.1.4(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING FIGURE R804.3.1.5 SPLICED CEILING JOISTS
447	TABLE R804.3.2.1(1) ROOF RAFTER SPANSa, b, c 33 KSI STEEL
448	TABLE R804.3.2.1(2) ROOF RAFTER SPANSa, b, c 50 KSI STEEL
449	TABLE R804.3.2.1(3) BASIC WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION FIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS
450	FIGURE R804.3.2.4 HIP MEMBER OR RIDGE MEMBER CONNECTION TABLE R804.3.2.4 SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR HIP RAFTER TO HIP MEMBER OR ROOF RAFTER TO RIDGE MEMBER CONNECTIONa
451	TABLE R804.3.3.2 HIP MEMBER SIZES, 33 ksi STEEL TABLE R804.3.3.3 HIP SUPPORT COLUMN SIZES
453	TABLE R804.3.3.4(1) UPLIFT STRAP CONNECTION REQUIREMENTS HIP SUPPORT COLUMN AT CEILING LINE FIGURE R804.3.3.4(1) JACK RAFTER CONNECTION AT EAVE
454	TABLE R804.3.3.4(2) CONNECTION REQUIREMENTS HIP MEMBER TO HIP SUPPORT COLUMN FIGURE R804.3.3.4(2) HIP SUPPORT COLUMN
455	TABLE R804.3.3.4(3) UPLIFT STRAP CONNECTION REQUIREMENTS HIP MEMBER TO WALL FIGURE R804.3.3.4(3) HIP CONNECTIONS AT RIDGE
456	FIGURE R804.3.3.4(4) HIP CONNECTIONS AT RIDGE AND BOX COLUMN
457	FIGURE R804.3.3.4(5) HIP MEMBER CONNECTION AT WALL CORNER FIGURE R804.3.6(1) ROOF OR CEILING OPENING
458	FIGURE R804.3.6(2) HEADER TO TRIMMER CONNECTION TABLE R804.3.8(1) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FEETa, b, c, d, e
459	FIGURE R804.3.8(1) CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL TABLE R804.3.8(2) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED CEILING HEIGHT = 9 OR 10 FEETa, b, c, d, e, f
460	FIGURE R804.3.8(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL TABLE R804.3.8(3) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS WOOD STRUCTURAL PANEL SHEATHED CEILING HEIGHT = 8, 9 OR 10 FEETa, b, c, d
461	FIGURE R804.3.8(3) ROOF BLOCKING DETAIL SECTION R805 CEILING FINISHES SECTION R806 ROOF VENTILATION
462	TABLE R806.5 INSULATION FOR CONDENSATION CONTROL SECTION R807 ATTIC ACCESS
464	CHAPTER 9 ROOF ASSEMBLIES SECTION R901 GENERAL SECTION R902 ROOF CLASSIFICATION SECTION R903 WEATHER PROTECTION SECTION R904 MATERIALS
465	SECTION R905 REQUIREMENTS FOR ROOF COVERINGS TABLE R905.2.4.1(1) CLASSIFICATION OF ASPHALT ROOF SHINGLES PER ASTM D 7158 TABLE R905.2.4.1(2) CLASSIFICATION OF ASPHALT SHINGLES PER ASTM D 3161
467	TABLE R905.2.8.2 VALLEY LINING MATERIAL
468	TABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT
470	TABLE R905.6.5 SLATE SHINGLE HEADLAP TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS
471	TABLE R905.7.5 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS
472	TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
473	TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS TABLE R905.10.3(1) METAL ROOF COVERING STANDARDS TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE
474	TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS TABLE R905.14.3 PROTECTIVE COATING MATERIAL STANDARDS
475	SECTION R906 ROOF INSULATION TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION R907 REROOFING
478	CHAPTER 10 CHIMNEYS AND FIREPLACES SECTION R1001 MASONRY FIREPLACES
479	TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS
480	FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS
481	FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES SECTION R1002 MASONRY HEATERS
482	SECTION R1003 MASONRY CHIMNEYS
484	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
485	FIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMN
486	TABLE R1003.20 CRICKET DIMENSIONS FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES FIGURE R1003.20 CHIMNEY CRICKET SECTION R1004 FACTORY-BUILT FIREPLACES
487	SECTION R1005 FACTORY-BUILT CHIMNEYS SECTION R1006 EXTERIOR AIR SUPPLY
488	PART IV-ENERGY CONSERVATION CHAPTER 11 [RE] ENERGY EFFICIENCY SECTION N1101 GENERAL
491	FIGURE N1101.10 (R301.1) CLIMATE ZONES
492	TABLE N1101.10 (R301.1) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
493	TABLE N1101.10 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
494	TABLE N1101.10 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
495	TABLE N1101.10 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
496	TABLE N1101.10 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
497	TABLE N1101.10 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
498	TABLE N1101.10 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
499	TABLE N1101.10 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
500	TABLE N1101.10 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
501	TABLE N1101.10 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
502	TABLE N1101.10 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
503	TABLE N1101.10 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
504	TABLE N1101.10 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY TABLE N1101.10.2(1) [R302.3(1)] INTERNATIONAL CLIMATE ZONE DEFINITIONS
505	TABLE N1101.10.2(2) [R301.3(2)] INTERNATIONAL CLIMATE ZONE DEFINITIONS TABLE N1101.12.3(1) [R303.1.3(1)] DEFAULT GLAZED FENESTRATION U-FACTOR TABLE N1101.12.3(2) [R303.1.3(2)] DEFAULT DOOR U-FACTORS TABLE N1101.12.3(3) [R303.1.3(3)] DEFAULT GLAZED FENESTRATION SHGC AND VT
506	SECTION N1102 BUILDING THERMAL ENVELOPE TABLE N1102.1.1 (R402.1.1) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa
507	TABLE N1102.1.3 (R402.1.3) EQUIVALENT U-FACTORSa
508	TABLE N1102.2.6 (R402.2.6) STEEL-FRAME CEILING, WALL AND FLOOR INSULATION (R-VALUE)
510	TABLE N1102.4.1.1 (R402.4.1.1) AIR BARRIER AND INSULATION INSTALLATION SECTION N1103 SYSTEMS
512	TABLE N1103.5.1 (R403.5.1) MECHANICAL VENTILATION SYSTEM FAN EFFICACY SECTION N1104 ELECTRICAL POWER AND LIGHTING SYSTEMS (MANDATORY)
513	SECTION N1105 SIMULATED PERFORMANCE ALTERNATIVE (PERFORMANCE)
514	TABLE N1105.5.2(1) [R405.5.2(1)] SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS
515	TABLE N1105.5.2(1) [R405.5.2(1)]—continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS
516	TABLE N1105.5.2(1) [R405.5.2(1)]—continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS TABLE N1105.5.2(2) [R405.5.2(2)] DEFAULT DISTRIBUTION SYSTEM EFFICIENCIES FOR PROPOSED DESIGNSa
518	PART V-MECHANICAL CHAPTER 12 MECHANICAL ADMINISTRATION SECTION M1201 GENERAL SECTION M1202 EXISTING MECHANICAL SYSTEMS
520	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
521	SECTION M1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION
522	SECTION M1307 APPLIANCE INSTALLATION
523	TABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTIONa, c, d, e, f, g, h, I, j, k, l
524	FIGURE M1306.1 REDUCED CLEARANCE DIAGRAM FIGURE M1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
525	SECTION M1308 MECHANICAL SYSTEMS INSTALLATION
526	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
527	SECTION M1407 DUCT HEATERS SECTION M1408 VENTED FLOOR FURNACES
528	SECTION M1409 VENTED WALL FURNACES SECTION M1410 VENTED ROOM HEATERS SECTION M1411 HEATING AND COOLING EQUIPMENT
529	SECTION M1412 ABSORPTION COOLING EQUIPMENT SECTION M1413 EVAPORATIVE COOLING EQUIPMENT
530	SECTION M1414 FIREPLACE STOVES SECTION M1415 MASONRY HEATERS
532	CHAPTER 15 EXHAUST SYSTEMS SECTION M1501 GENERAL SECTION M1502 CLOTHES DRYER EXHAUST TABLE M1502.4.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH
533	SECTION M1503 RANGE HOODS SECTION M1504 INSTALLATION OF MICROWAVE OVENS SECTION M1505 OVERHEAD EXHAUST HOODS SECTION M1506 EXHAUST DUCTS AND EXHAUST OPENINGS
534	SECTION M1507 MECHANICAL VENTILATION 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 TABLE M1507.4 MINIMUM REQUIRED LOCAL EXHAUSTRATES FOR ONE- AND TWO-FAMILY DWELLINGS
536	CHAPTER 16 DUCT SYSTEMS SECTION M1601 DUCT CONSTRUCTION TABLE M1601.1.1(1) CLASSIFICATION OF FACTORY-MADE AIR DUCTS TABLE M1601.1.1(2) GAGES OF METAL DUCTS AND PLENUMS USED FOR HEATING OR COOLING
538	SECTION M1602 RETURN AIR
540	CHAPTER 17 COMBUSTION AIR SECTION M1701 GENERAL
542	CHAPTER 18 CHIMNEYS AND VENTS SECTION M1801 GENERAL
543	SECTION M1802 VENT COMPONENTS SECTION M1803 CHIMNEY AND VENT CONNECTORS TABLE M1803.2 THICKNESS FOR SINGLE-WALL METAL PIPE CONNECTORS
544	TABLE M1803.3.4 CHIMNEY AND VENT CONNECT OR CLEARANCES TO COMBUSTIBLE MATERIALSa SECTION M1804 VENTS TABLE M1804.1 VENT SELECTION CHART
545	SECTION M1805 MASONRY AND FACTORY-BUILT CHIMNEYS
546	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
548	CHAPTER 20 BOILERS AND WATER HEATERS SECTION M2001 BOILERS SECTION M2002 OPERATING AND SAFETY CONTROLS SECTION M2003 EXPANSION TANKS TABLE M2003.2 EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS
549	SECTION M2004 WATER HEATERS USED FOR SPACE HEATING SECTION M2005 WATER HEATERS SECTION M2006 POOL HEATERS
550	CHAPTER 21 HYDRONIC PIPING SECTION M2101 HYDRONIC PIPING SYSTEMS INSTALLATION TABLE M2101.9 HANGER SPACING INTERVALS SECTION M2102 BASEBOARD CONVECTORS SECTION M2103 FLOOR HEATING SYSTEMS
551	TABLE M2101.1 HYDRONIC PIPING MATERIALS
552	SECTION M2104 LOW TEMPERATURE PIPING SECTION M2105 GROUND SOURCE HEAT PUMP SYSTEM LOOP PIPING
554	CHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS SECTION M2201 OIL TANKS SECTION M2202 OIL PIPING, FITTING AND CONNECTIONS SECTION M2203 INSTALLATION
555	SECTION M2204 OIL PUMPS AND VALVES
556	CHAPTER 23 SOLAR ENERGY SYSTEMS SECTION M2301 THERMAL SOLAR ENERGY SYSTEMS SECTION M2302 PHOTOVOLTAIC SOLAR ENERGY SYSTEMS
558	PART VI-FUEL GAS CHAPTER 24 FUEL GAS SECTION G2401 (101) GENERAL SECTION G2402 (201) GENERAL SECTION G2403 (202) GENERAL DEFINITIONS
564	SECTION G2404 (301) GENERAL
565	SECTION G2405 (302) STRUCTURAL SAFETY SECTION G2406 (303) APPLIANCE LOCATION SECTION G2407 (304) COMBUSTION, VENTILATION AND DILUTION AIR
566	EQUATION 24-1 EQUATION 24-2 FIGURE G2407.5.3 (304.5.3) ALL AIR FROM INSIDE THE BUILDING (see Section G2407.5.3)
567	FIGURE G2407.6.1(1) [304.6.1(1)] ALL AIR FROM OUTDOOR-INLET 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)] ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC (see Section G2407.6.1)
568	FIGURE G2407.6.1(3) [304.6.1(3)] ALL AIR FROM OUTDOORS (see Section G2407.6.1) FIGURE G2407.6.2 (304.6.2) SINGLE COMBUSTION AIR OPENING, ALL AIR FROM OUTDOORS (see Section G2407.6.2)
569	SECTION G2408 (305) INSTALLATION
570	SECTION G2409 (308) CLEARANCE REDUCTION FIGURE G2409.2(1) [308.2(1)] EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS
571	FIGURE G2409.2(2) [308.2(2)] WALL PROTECTOR CLEARANCE REDUCTION SYSTEM FIGURE G2409.2(3) [308.2(3)] MASONRY CLEARANCE REDUCTION SYSTEM
572	TABLE G2409.2 (308.2)a through k REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION
573	SECTION G2410 (309) ELECTRICAL SECTION G2411 (310) ELECTRICAL BONDING SECTION G2412 (401) GENERAL
574	SECTION G2413 (402) PIPE SIZING TABLE G2413.2 (402.2) APPROXIMATE GAS INPUT FOR TYPICAL APPLIANCES
575	EQUATION 24-3 EQUATION 24-4 TABLE G2413.4 (402.4) Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS SECTION G2414 (403) PIPING MATERIALS
576	TABLE G2413.4(1) [402.4(2)] SCHEDULE 40 METALLIC PIPE
577	TABLE G2413.4(2) [402.4(5)] SCHEDULE 40 METALLIC PIPE
578	TABLE G2413.4(3) [402.4(9)] SEMIRIGID COPPER TUBING
579	TABLE G2413.4(4) [402.4(12)] SEMIRIGID COPPER TUBING
580	TABLE G2413.4(5) [402.4(15)] CORRUGATED STAINLESS STEEL TUBING (CSST)
581	TABLE G2413.4(6) [402.4(18)] CORRUGATED STAINLESS STEEL TUBING (CSST)
582	TABLE G2413.4(7) [402.4(21)] POLYETHYLENE PLASTIC PIPE
583	TABLE G2413.4(8) [402.4(22)] POLYETHYLENE PLASTIC PIPE
584	TABLE G2413.4(9) [402.4(25] SCHEDULE 40 METALLIC PIPE
585	TABLE G2413.4(10) [402.4(26)] SCHEDULE 40 METALLIC PIPE
586	TABLE G2413.4(11) [402.4(27)] SCHEDULE 40 METALLIC PIPE
587	TABLE G2413.4(12) [402.4(28)] SCHEDULE 40 METALLIC PIPE
588	TABLE G2413.4(13) [402.4(29)] SEMIRIGID COPPER TUBING
589	TABLE G2413.4(14) [402.4(30)] SEMIRIGID COPPER TUBING
590	TABLE G2413.4(15) [402.4(31)] SEMIRIGID COPPER TUBING
591	TABLE G2413.4(16) [402.4(32)] CORRUGATED STAINLESS STEEL TUBING (CSST)
592	TABLE G2413.4(17) [402.4(33)] CORRUGATED STAINLESS STEEL TUBING (CSST)
593	TABLE G2413.4(18) [402.4(34)] CORRUGATED STAINLESS STEEL TUBING (CSST)
594	TABLE G2413.4(19) [402.4(35)] POLYETHYLENE PLASTIC PIPE
595	TABLE G2413.4(20) [402.4(36)] POLYETHYLENE PLASTIC PIPE
596	TABLE G2413.4(21) [402.4(37)] POLYETHYLENE PLASTIC TUBING
597	TABLE G2414.9.2 (403.9.2) SPECIFICATIONS FOR THREADING METALLIC PIPE
598	SECTION G2415 (404) PIPING SYSTEM INSTALLATION
600	SECTION G2416 (405) PIPING BENDS AND CHANGES IN DIRECTION SECTION G2417 (406) INSPECTION, TESTING AND PURGING
602	TABLE G2417.7.1.1 SIZE AND LENGTH OF PIPING
603	SECTION G2418 (407) PIPING SUPPORT SECTION G2419 (408) DRIPS AND SLOPED PIPING FIGURE G2419.4 METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP SECTION G2420 (409) GAS SHUTOFF VALVES
604	TABLE G2420.1.1 MANUAL GAS VALVE STANDARDS SECTION G2421 (410) FLOW CONTROLS
605	SECTION G2422 (411) APPLIANCE CONNECTIONS
606	SECTION G2423 (413) CNG GAS-DISPENSING SYSTEMS SECTION G2424 (415) PIPING SUPPORT INTERVALS TABLE G2424.1 SUPPORT OF PIPING SECTION G2425 (501) GENERAL
607	SECTION G2426 (502) VENTS
608	SECTION G2427 (503) VENTING OF APPLIANCES
609	TABLE G2427.4 TYPE OF VENTING SYSTEM TO BE USED
610	FIGURE G2427.5.3 (503.5.4) TYPICAL TERMINATION LOCATIONS FOR CHIMNEYS AND SINGLE-WALL METAL PIPES SERVING RESIDENTIAL-TYPE AND LOW-HEAT APPLIANCES
612	FIGURE G2427.6.3 (503.6.4) GAS VENT TERMINATION LOCATIONS FOR LISTED CAPS 12 INCHES OR LESS IN SIZE AT LEAST 8 FEET FROM A VERTICAL WALL
615	TABLE G2427.10.2.4 (503.10.2.4) MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES
616	TABLE G2427.10.5 (503.10.5)a CLEARANCES FOR CONNECTORS
617	SECTION G2428 (504) SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS
619	TABLE G2428.3.2 (504.3.2) MAXIMUM VENT CONNECTOR LENGTH
621	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
622	TABLE G2428.2(1) [504.2(1)] TYPE B DOUBLE-WALL GAS VENT
623	TABLE G2428.2(1) [504.2(1)]—continued TYPE B DOUBLE-WALL GAS VENT
624	TABLE G2428.2(2) [504.2(2)] TYPE B DOUBLE-WALL GAS VENT
625	TABLE G2428.2(2) [504.2(2)]—continued TYPE B DOUBLE-WALL GAS VENT
626	TABLE G2428.3(1) [504.3(1)] TYPE B DOUBLE-WALL VENT
627	TABLE G2428.3(2) [504.3(2)] TYPE B DOUBLE-WALL VENT
628	TABLE G2428.3(3) [504.3(3)] MASONRY CHIMNEY
629	TABLE G2428.3(4) [504.3(4)] MASONRY CHIMNEY
630	SECTION G2434 (604) VENTED GAS FIREPLACES (DECORATIVE APPLIANCES) SECTION G2435 (605) VENTED GAS FIREPLACE HEATERS SECTION G2436 (608) VENTED WALL FURNACES SECTION G2437 (609) FLOOR FURNACES
631	SECTION G2438 (613) CLOTHES DRYERS SECTION G2439 (614) CLOTHES DRYER EXHAUST TABLE G2439.5.5.1 (TABLE 614.6.5.1) DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH
632	SECTION G2440 (615) SAUNA HEATERS SECTION G2441 (617) POOL AND SPA HEATERS SECTION G2442 (618) FORCED-AIR WARM-AIR FURNACES
633	SECTION G2443 (619) CONVERSION BURNERS SECTION G2444 (620) UNIT HEATERS SECTION G2445 (621) UNVENTED ROOM HEATERS
634	SECTION G2446 (622) VENTED ROOM HEATERS SECTION G2447 (623) COOKING APPLIANCES SECTION G2448 (624) WATER HEATERS SECTION G2449 (627) AIR CONDITIONING APPLIANCES
635	SECTION G2450 (628) ILLUMINATING APPLIANCES SECTION G2451 (630) INFRARED RADIANT HEATERS SECTION G2452 (631) BOILERS SECTION G2453 (634) CHIMNEY DAMPER OPENING AREA SECTION G2454 (636) OUTDOOR DECORATIVE APPLIANCES
636	TABLE G2453.1 (634.1) FREE OPENING AREA OF CHIMNEY DAMPER FOR VENTING FLUE GASES FROM UNLISTED DECORATIVE APPLIANCES FOR INSTALLATION IN VENTED FIREPLACES
638	PART VII-PLUMBING CHAPTER 25 PLUMBING ADMINISTRATION SECTION P2501 GENERAL SECTION P2502 EXISTING PLUMBING SYSTEMS SECTION P2503 INSPECTION AND TESTS
640	CHAPTER 26 GENERAL PLUMBING REQUIREMENTS SECTION P2601 GENERAL SECTION P2602 INDIVIDUAL WATER SUPPLY AND SEWAGE DISPOSAL SECTION P2603 STRUCTURAL AND PIPING PROTECTION
641	SECTION P2604 TRENCHING AND BACKFILLING FIGURE P2604.4 PIPE LOCATION WITH RESPECT TO FOOTINGS SECTION P2605 SUPPORT SECTION P2606 PENETRATIONS SECTION P2607 WATERPROOFING OF OPENINGS SECTION P2608 WORKMANSHIP SECTION P2609 MATERIALS EVALUATION AND LISTING
642	TABLE P2605.1 PIPING SUPPORT
644	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
645	TABLE P2701.1 PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS
646	SECTION P2707 DIRECTIONAL FITTINGS SECTION P2708 SHOWERS SECTION P2709 SHOWER RECEPTORS
647	SECTION P2710 SHOWER WALLS SECTION P2711 LAVATORIES SECTION P2712 WATER CLOSETS
648	SECTION P2713 BATHTUBS SECTION P2714 SINKS SECTION P2715 LAUNDRY TUBS SECTION P2716 FOOD WASTE GRINDER SECTION P2717 DISHWASHING MACHINES SECTION P2718 CLOTHES WASHING MACHINE SECTION P2719 FLOOR DRAINS SECTION P2720 WHIRLPOOL BATHTUBS
649	SECTION P2721 BIDET INSTALLATIONS SECTION P2722 FIXTURE FITTING SECTION P2723 MACERATING TOILET SYSTEMS SECTION P2724 SPECIALTY TEMPERATURE CONTROL DEVICES AND VALVES
650	CHAPTER 28 WATER HEATERS SECTION P2801 GENERAL SECTION P2802 WATER HEATERS USED FOR SPACE HEATING SECTION P2803 RELIEF VALVES
652	CHAPTER 29 WATER SUPPLY AND DISTRIBUTION SECTION P2901 GENERAL SECTION P2902 PROTECTION OF POTABLE WATER SUPPLY TABLE P2902.3.1 MINIMUM AIR GAPS
653	TABLE P2902.3 APPLICATION FOR BACKFLOW PREVENTERS
654	SECTION P2903 WATER-SUPPLY SYSTEM
655	TABLE P2903.1 REQUIRED CAPACITIES AT POINT OF OUTLET DISCHARGE TABLE P2903.2 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGSb TABLE P2903.8.1 MANIFOLD SIZING
656	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
657	FIGURE P2903.10 TYPICAL FROSTPROOF HOSE BIBB INSTALLATION NOT REQUIRING SEPARATE VALUE
658	SECTION P2904 DWELLING UNIT FIRE SPRINKLER SYSTEMS TABLE P2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED
660	FIGURE P2904.2.4.2 MINIMUM ALLOWABLE DISTANCE BETWEEN SPRINKLER AND OBSTRUCTION
661	EQUATION 29-1
662	TABLE P2904.6.2(1) WATER SERVICE PRESSURE LOSS (PLsvc)a, b
663	TABLE P2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS (PLm)a TABLE P2904.6.2(3) ELEVATION LOSS (PLe)
664	TABLE P2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3/4-INCH TYPE M COPPER WATER TUBING
665	TABLE P2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING
666	TABLE P2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3/4-INCH CPVC PIPE
667	TABLE P2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE
668	TABLE P2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3/4-INCH PEX AND PE-RT TUBING
669	TABLE P2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX AND PE-RT TUBING
670	SECTION P2905 MATERIALS, JOINTS AND CONNECTIONS
671	TABLE P2905.4 WATER SERVICE PIPE
672	TABLE P2905.5 WATER DISTRIBUTION PIPE TABLE P2905.6 PIPE FITTINGS
674	SECTION P2906 CHANGES IN DIRECTION SECTION P2907 SUPPORT SECTION P2908 DRINKING WATER TREATMENT UNITS SECTION P2909 NONPOTABLE WATER SYSTEMS FIGURE P2909.4 PICTOGRAPH DO NOT DRINK
675	TABLE P2909.10.6 SIZE OF OVERFLOW PIPES FOR WATER SUPPLY TANKS
677	SECTION P2910 GRAY WATER NONPOTABLE WATER SYSTEMS TABLE P2910.5.1 LOCATION OF NONPOTABLE GRAY WATER REUSE STORAGE TANKS
678	SECTION P2911 RAINWATER NONPOTABLE WATER SYSTEMS TABLE P2911.8.1 LOCATION OF RAINWATER STORAGE TANKS
680	CHAPTER 30 SANITARY DRAINAGE SECTION P3001 GENERAL SECTION P3002 MATERIALS TABLE P3002.1(1) ABOVE-GROUND DRAINAGE AND VENT PIPE
681	TABLE P3002.1(2) UNDERGROUND BUILDING DRAINAGE AND VENT PIPE TABLE P3002.2 BUILDING SEWER PIPE
682	TABLE P3002.3 PIPE FITTINGS SECTION P3003 JOINTS AND CONNECTIONS
685	SECTION P3004 DETERMINING DRAINAGE FIXTURE UNITS TABLE P3004.1 DRAINAGE FIXTURE UNIT (d.f.u.) VALUES FOR VARIOUS PLUMBING FIXTURES SECTION P3005 DRAINAGE SYSTEM
686	TABLE P3005.1 FITTINGS FOR CHANGE IN DIRECTION
687	TABLE P3005.4.1 MAXIMUM FIXTURE UNITS ALLOWED TO BECONNECTED TO BRANCHES AND STACKS
688	TABLE P3005.4.2 MAXIMUM NUMBER OF FIXTURE UNITS ALLOWEDTO BE CONNECTED TO THE BUILDING DRAIN,BUILDING DRAIN BRANCHES OR THE BUILDING SEWER SECTION P3006 SIZING OF DRAIN PIPE OFFSETS SECTION P3007 SUMPS AND EJECTORS
689	TABLE 3007.6 MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR SECTION P3008 BACKWATER VALVES SECTION P3009 GRAY WATER RECYCLING SYSTEMS (Section deleted)
690	CHAPTER 31 VENTS SECTION P3101 VENT SYSTEMS SECTION P3102 VENT STACKS AND STACK VENTS SECTION P3103 VENT TERMINALS SECTION P3104 VENT CONNECTIONS AND GRADES
691	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
692	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
693	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
694	TABLE P3113.4.1 SIZE AND LENGTH OF SUMP VENTS
696	CHAPTER 32 TRAPS SECTION P3201 FIXTURE TRAPS TABLE P3201.7 SIZE OF TRAPS AND TRAP ARMS FOR PLUMBING FIXTURES
698	CHAPTER 33 STORM DRAINAGE SECTION P3301 GENERAL SECTION P3302 SUBSOIL DRAINS TABLE P3302.1 SUBSOIL DRAIN PIPE SECTION P3303 SUMPS AND PUMPING SYSTEMS
700	PART VIII-ELECTRICAL CHAPTER 34 GENERAL REQUIREMENTS SECTION E3401 GENERAL
701	SECTION E3402 BUILDING STRUCTURE PROTECTION SECTION E3403 INSPECTION AND APPROVAL SECTION E3404 GENERAL EQUIPMENT REQUIREMENTS
702	TABLE E3404.4 ENCLOSURE SELECTION SECTION E3405 EQUIPMENT LOCATION AND CLEARANCES
703	SECTION E3406 ELECTRICAL CONDUCTORS AND CONNECTIONS
704	FIGURE E3405.1a, b, c, d, e WORKING SPACE AND CLEARANCES
705	TABLE E3406.9 CONDUCTOR STRANDINGc SECTION E3407 CONDUCTOR AND TERMINAL IDENTIFICATION
708	CHAPTER 35 ELECTRICAL DEFINITIONS SECTION E3501 GENERAL
712	CHAPTER 36 SERVICES SECTION E3601 GENERAL SERVICES SECTION E3602 SERVICE SIZE AND RATING SECTION E3603 SERVICE, FEEDER AND GROUNDING ELECTRODE CONDUCTOR SIZING
713	TABLE E3602.2 MINIMUM SERVICE LOAD CALCULATION TABLE E3603.1 SERVICE CONDUCTOR AND GROUNDING ELECTRODE CONDUCTOR SIZING
714	SECTION E3604 OVERHEAD SERVICE AND SERVICE ENTRANCE CONDUCTOR INSTALLATION FIGURE E3604.1 CLEARANCES FROM BUILDING OPENINGS
715	FIGURE E3604.2.1 CLEARANCES FROM ROOFS
716	SECTION E3605 SERVICE-ENTRANCE CONDUCTORS
717	SECTION E3606 SERVICE EQUIPMENT—GENERAL SECTION E3607 SYSTEM GROUNDING SECTION E3608 GROUNDING ELECTRODE SYSTEM
719	SECTION E3609 BONDING
720	SECTION E3610 GROUNDING ELECTRODE CONDUCTORS SECTION E3611 GROUNDING ELECTRODE CONDUCTOR CONNECTION TO THE GROUNDING ELECTRODES
722	CHAPTER 37 BRANCH CIRCUIT AND FEEDER REQUIREMENTS SECTION E3701 GENERAL SECTION E3702 BRANCH CIRCUIT RATINGS
723	TABLE E3702.13 BRANCH-CIRCUIT REQUIREMENTS-SUMMARYa, b SECTION E3703 REQUIRED BRANCH CIRCUITS
724	SECTION E3704 FEEDER REQUIREMENTS TABLE E3704.2(1) FEEDER LOAD CALCULATION
725	TABLE E3704.2(2) 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 TABLE E3705.3 CONDUCTOR PROXIMITY ADJUSTMENT FACTORS
726	TABLE E3705.1 ALLOWABLE AMPACITIES TABLE E3705.2 AMBIENT TEMPERATURE CORRECTION FACTORS
727	TABLE E3705.5.3 OVERCURRENT-PROTECTION RATING
728	SECTION E3706 PANELBOARDS
730	CHAPTER 38 WIRING METHODS SECTION E3801 GENERAL REQUIREMENTS TABLE E3801.2 ALLOWABLE WIRING METHODS SECTION E3802 ABOVE-GROUND INSTALLATION REQUIREMENTS
731	TABLE E3801.4 ALLOWABLE APPLICATIONS FOR WIRING METHODSa, b, c, d, e, f, g, h, i, j, k SECTION E3803 UNDERGROUND INSTALLATION REQUIREMENTS
732	TABLE E3802.1 GENERAL INSTALLATION AND SUPPORT REQUIREMENTS FOR WIRING METHODSa, b, c, d, e, f, g, h, i, j, k
733	TABLE E3803.1 MINIMUM COVER REQUIREMENTS, BURIAL IN INCHESa, b, c, d, e
736	CHAPTER 39 POWER AND LIGHTING DISTRIBUTION SECTION E3901 RECEPTACLE OUTLETS FIGURE E3901.2 GENERAL USE RECEPTACLE DISTRIBUTION
737	FIGURE E3901.4 COUNTERTOP RECEPTACLES FIGURE E3901.4.1 DETERMINATION OF AREA BEHIND SINK OR RANGE
738	SECTION E3902 GROUND-FAULT AND ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION
739	SECTION E3903 LIGHTING OUTLETS SECTION E3904 GENERAL INSTALLATION REQUIREMENTS
740	SECTION E3905 BOXES, CONDUIT BODIES AND FITTINGS
741	TABLE E3904.6(1) MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL METALLIC TUBING (EMT)
742	TABLE E3904.6(2) MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL NONMETALLIC TUBING (ENT)a
743	TABLE E3904.6(3) MAXIMUM NUMBER OF CONDUCTORS IN FLEXIBLE METALLIC CONDUIT (FMC)a
744	TABLE E3904.6(4) MAXIMUM NUMBER OF CONDUCTORS IN INTERMEDIATE METALLIC CONDUIT (IMC)a
745	TABLE E3904.6(5) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-B)a
746	TABLE E3904.6(6) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-A)a
747	TABLE E3904.6(7) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE METAL CONDUIT (LFMC)a
748	TABLE E3904.6(8) MAXIMUM NUMBER OF CONDUCTORS IN RIGID METAL CONDUIT (RMC)a
749	TABLE E3904.6(9) MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT, SCHEDULE 80 (PVC-80)a
750	TABLE E3904.6(9)—continued MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT, SCHEDULE 80 (PVC-80)a
751	TABLE E3904.6(10) MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT SCHEDULE 40 (PVC-40)a
753	TABLE E3905.12.1 MAXIMUM NUMBER OF CONDUCTORS IN METAL BOXESa
754	TABLE E3905.12.2.1 VOLUME ALLOWANCE REQUIRED PER CONDUCTOR SECTION E3906 INSTALLATION OF BOXES, CONDUIT BODIES AND FITTINGS
756	SECTION E3907 CABINETS AND PANELBOARDS
757	TABLE E3907.8 PERCENT OF CROSS SECTION OF CONDUIT AND TUBING FOR CONDUCTORS SECTION E3908 GROUNDING
758	TABLE E3908.12 EQUIPMENT GROUNDING CONDUCTOR SIZING
760	SECTION E3909 FLEXIBLE CORDS TABLE E3909.2 MAXIMUM AMPERE LOAD FOR FLEXIBLE CORDS
762	CHAPTER 40 DEVICES AND LUMINAIRES SECTION E4001 SWITCHES
763	SECTION E4002 RECEPTACLES TABLE E4002.1.2 RECEPTACLE RATINGS FOR VARIOUS SIZE MULTI-OUTLET CIRCUITS
764	SECTION E4003 FIXTURES
765	FIGURE E4003.12 CLOSET STORAGE SPACE
766	SECTION E4004 LUMINAIRE INSTALLATION SECTION E4005 TRACK LIGHTING
768	CHAPTER 41 APPLIANCE INSTALLATION SECTION E4101 GENERAL TABLE E4101.3 FLEXIBLE CORD LENGTH
769	TABLE E4101.5 DISCONNECTING MEANS
770	TABLE E4101.5—continued DISCONNECTING MEANS
772	CHAPTER 42 SWIMMING POOLS SECTION E4201 GENERAL SECTION E4202 WIRING METHODS FOR POOLS, SPAS, HOT TUBS AND HYDROMASSAGE BATHTUBS
773	TABLE E4202.1 ALLOWABLE APPLICATIONS FOR WIRING METHODSa, b, c, d, e, f, g, h, l
774	SECTION E4203 EQUIPMENT LOCATION AND CLEARANCES
775	TABLE E4203.5 OVERHEAD CONDUCTOR CLEARANCES SECTION E4204 BONDING
776	TABLE E4203.7 MINIMUM BURIAL DEPTHS
778	SECTION E4205 GROUNDING
779	SECTION E4206 EQUIPMENT INSTALLATION
781	SECTION E4207 STORABLE SWIMMING POOLS
782	SECTION E4208 SPAS AND HOT TUBS SECTION E4209 HYDROMASSAGE BATHTUBS
784	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 SECTION E4304 INSTALLATION REQUIREMENTS
786	PART IX-REFERENCED STANDARDS CHAPTER 44 REFERENCED STANDARDS AAMA ACI ACCA
787	AFPA AISI AITC ANSI
788	APA
789	ASCE/SEI ASHRAE ASME
790	ASSE
791	ASTM
799	AWPA
800	AWS AWWA CGSB CISPI
801	CPA CPSC CSA
802	CSSB
803	DASMA DOC DOTn FEMA FM
804	GA HPVA HVI ICC ISO
805	MSS NAIMA NCMA NFPA
806	NSF PCA SBCA SMACNA
807	TMS TPI UL
808	ULC
809	US-FTC WDMA
810	APPENDIX A SIZING AND CAPACITIES OF GAS PIPING A.1 GENERAL PIPING CONSIDERATIONS A.2 DESCRIPTION OF TABLES
811	TABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
812	TABLE A.2.2—continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
813	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
815	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
816	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
817	FIGURE A.6.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM FIGURE A.6.2 PIPING PLAN SHOWING A CSST SYSTEM
818	FIGURE A.6.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM
819	FIGURE A.6.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM
822	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-1TYPE 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
823	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
824	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
825	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
826	FIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE
827	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
829	TABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa
830	FIGURE B-19
832	APPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS APPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS
834	APPENDIX D RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION
836	APPENDIX E MANUFACTURED HOUSING USED AS DWELLINGS SECTION AE101 SCOPE SECTION AE102 APPLICATION TO EXISTING MANUFACTURED HOMES AND BUILDING SERVICE EQUIPMENT
837	SECTION AE201 DEFINITIONS SECTION AE301 PERMITS SECTION AE302 APPLICATION FOR PERMIT
838	SECTION AE303 PERMITS ISSUANCE
839	SECTION AE304 FEES SECTION AE305 INSPECTIONS
840	SECTION AE306 SPECIAL INSPECTIONS SECTION AE307 UTILITY SERVICE SECTION AE401 OCCUPANCY CLASSIFICATION SECTION AE402 LOCATION ON PROPERTY SECTION AE501 DESIGN
841	SECTION AE502 FOUNDATION SYSTEMS SECTION AE503 SKIRTING AND PERIMETER ENCLOSURES SECTION AE504 STRUCTURAL ADDITIONS
842	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
843	SECTION AE604 ANCHORAGE INSTALLATIONS SECTION AE605 TIES, MATERIALS AND INSTALLATION
844	SECTION AE606 REFERENCED STANDARDS
846	APPENDIX F RADON CONTROL METHODS SECTION AF101 SCOPE SECTION AF102 DEFINITIONS SECTION AF103 REQUIREMENTS
849	FIGURE AF101 EPA MAP OF RADON ZONES
850	TABLE AF101(1) HIGH RADON-POTENTIAL (ZONE 1) COUNTIESa
851	TABLE AF101(1)—continued HIGH RADON-POTENTIAL (ZONE 1) COUNTIESa
852	FIGURE AF102 RADON-RESISTANT CONSTRUCTION DETAILS FOR FOUR FOUNDATION TYPES
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 ALUMINUM SCREEN ENCLOSURE FRAMING WITH AN IMPORTANCE FACTOR OF 0.77a, b, c TABLE AH106.4(2) HEIGHT ADJUSTMENT FACTORS
856	APPENDIX K SOUND TRANSMISSION SECTION AK101 GENERAL SECTION AK102 AIR-BORNE SOUND SECTION AK103 STRUCTURAL-BORNE SOUND SECTION AK104 REFERENCED STANDARDS
858	APPENDIX N VENTING METHODS FIGURE N1 TYPICAL SINGLE-BATH WET-VENT ARRANGEMENTS
859	FIGURE N2 TYPICAL DOUBLE-BATH WET-VENT ARRANGEMENTS
860	FIGURE N3 TYPICAL HORIZONTAL WET VENTING
861	FIGURE N4 TYPICAL METHODS OF WET VENTING
862	FIGURE N5 SINGLE STACK SYSTEM FOR A TWO-STORY DWELLING
863	FIGURE N6 WASTE STACK VENTING FIGURE N7 CIRCUIT VENT WITH ADDITIONAL NONCIRCUIT VENTED BRANCH
864	APPENDIX P SIZING OF WATER PIPING SYSTEM SECTION AP101 GENERAL SECTION AP102 INFORMATION REQUIRED SECTION AP103 SELECTION OF PIPE SIZE
868	TABLE AP.1 TABLE AP.2
869	FIGURE AP103.3(1) EXAMPLE—SIZING
870	TABLE AP103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS
871	TABLE AP103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa
872	TABLE AP103.3(3) TABLE FOR ESTIMATING DEMAND
873	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)
874	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)
875	FIGURE AP103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B 88 COPPER TUBING)
876	FIGURE AP103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B 88 COPPER TUBING)
877	FIGURE AP103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B 88 COPPER TUBING)
878	FIGURE AP103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa
879	FIGURE AP103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa
880	FIGURE AP103.3(7) FRICTION LOSS IN ROUGH PIPEa
881	SECTION AP201 SELECTION OF PIPE SIZE
882	TABLE AP201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.)
883	TABLE AP201.1—continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.)
884	APPENDIX Q ICC INTERNATIONAL RESIDENTIAL CODE ELECTRICAL PROVISIONS/NATIONAL ELECTRICAL CODE CROSS REFERENCE
900	INDEX
914	NEW TOOLS FOR YOUR RESIDENTIAL CODE

Published By	Publication Date	Number of Pages
VA	2012	915


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Standard Title	Virginia Residential Code, 2nd Edition
Published Code	VA
Publication Date	2012
Pages Count	915

VA Residential Code 2012 2ndEdition

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