IRC 09 2009

$68.25

International Residential Code

Published By	Publication Date	Number of Pages
ICC	2009	897

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Description

This comprehensive, stand-alone residential code establishes minimum regulations for one- and two-family dwellings and townhouses up to three stories. It brings together all building, plumbing, mechanical, fuel gas, energy and electrical provisions for one- and two-family residences.

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PDF Pages	PDF Title
1	2009 IRC INTERNATIONAL RESIDENTIAL CODE FOR ONE- AND TWO-FAMILY DWELLINGS
2	IRC® INTERNATIONAL RESIDENTIAL CODE® FOR ONE- AND TWO-FAMILY DWELLINGS 2009 TITLE PAGE
3	COPYRIGHT
4	PREFACE
6	EFFECTIVE USE OF THE INTERNATIONAL RESIDENTIAL CODE
14	ORDINANCE
16	TABLE OF CONTENTS
24	PART I – ADMINISTRATIVE CHAPTER 1 SCOPE AND ADMINISTRATION PART I—SCOPE AND APPLICATION SECTION R101 GENERAL SECTION R102 APPLICABILITY PART II—ADMINISTRATION AND ENFORCEMENT SECTION R103 DEPARTMENT OF BUILDING SAFETY
25	SECTION R104 DUTIES AND POWERS OF THE BUILDING OFFICIAL
26	SECTION R105 PERMITS
28	SECTION R106 CONSTRUCTION DOCUMENTS
29	SECTION R107 TEMPORARY STRUCTURES AND USES SECTION R108 FEES SECTION R109 INSPECTIONS
30	SECTION R110 CERTIFICATE OF OCCUPANCY SECTION R111 SERVICE UTILITIES SECTION R112 BOARD OF APPEALS
31	SECTION R113 VIOLATIONS SECTION R114 STOP WORK ORDER
32	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)
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
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 CONCRETE
56	FIGURE R301.2(4) BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL
57	FIGURE R301.2(4)—continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL
58	FIGURE R301.2(4)—continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL
59	FIGURE R301.2(4)—continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL
60	FIGURE R301.2(4)—continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL
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
65	TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS TABLE R301.2.1.3 EQUIVALENT BASIC WIND SPEEDSa
66	TABLE R301.2.1.5.1 BASIC WIND MODIFICATION FOR TOPOGRAPHIC WIND EFFECT FIGURE R301.2.1.5.1(1) TOPOGRAPHIC FEATURES FOR WIND SPEED-UP EFFECT
67	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) ILLUSTRATION OF WHERE ON A TOPOGRAPHIC FEATURE, WIND SPEED INCREASE IS APPLIED TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION
68	TABLE R301.2.2.2.1 WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOADa
71	TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
72	SECTION R302 FIRE-RESISTANT CONSTRUCTION TABLE R302.1 EXTERIOR WALLS
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 FIGURE R307.1 MINIMUM FIXTURE CLEARANCES SECTION R308 GLAZING
79	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	SECTION R309 GARAGES AND CARPORTS SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS
82	SECTION R311 MEANS OF EGRESS
85	SECTION R312 GUARDS SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS SECTION R314 SMOKE ALARMS
86	SECTION R315 CARBON MONOXIDE ALARMS SECTION R316 FOAM PLASTIC
88	SECTION R317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY
89	SECTION R318 PROTECTION AGAINST SUBTERRANEAN TERMITES
90	SECTION R319 SITE ADDRESS SECTION R320 ACCESSIBILITY SECTION R321 ELEVATORS AND PLATFORM LIFTS SECTION R322 FLOOD-RESISTANT CONSTRUCTION
93	SECTION R323 STORM SHELTERS
94	CHAPTER 4 FOUNDATIONS SECTION R401 GENERAL TABLE R401.4.1P RESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa SECTION R402 MATERIALS
95	TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SECTION R403 FOOTINGS
96	TABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS (inches)a
97	FIGURE R403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS
98	FIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION
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
102	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
103	FIGURE R403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD
104	TABLE R403.3(2) AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
105	TABLE R403.3(2)—continued 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	FIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE
109	FIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE SECTION R404 FOUNDATION AND RETAINING WALLS
110	TABLE R403.4 MINIMUM DEPTH OF CRUSHED STONE FOOTINGS (D), (inches) 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
111	TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLS
112	TABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 5 INCHESa, c
113	TABLE R404.1.1(3) 10-INCH FOUNDATION WALLS WITH REINFORCING WHERE d > 6.75 INCHESa, c
114	TABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 8.75 INCHESa, c
116	TABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLSa, b TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS
117	TABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLS
118	TABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS
119	TABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS
120	TABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS
121	TABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLS
122	TABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10-INCH AND 12-INCH NOMINAL FLAT BASEMENT WALLS
123	TABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEEL
124	TABLE R404.1.2(9)—continued MINIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEEL
127	FIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS
128	TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure) SECTION R405 FOUNDATION DRAINAGE
129	TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM
130	SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING
131	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 R502.2.2.1 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) FIGURE 502.2.2.3 DECK ATTACHMENT FOR LATERAL LOADS
138	TABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/ = 360)a
139	TABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/ = 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
141	TABLE R502.5(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)
142	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)
143	TABLE R502.5(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)
144	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
147	TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENT SECTION R504 PRESSURE PRESERVATIVELY TREATED-WOOD FLOORS (ON GROUND) SECTION R505 STEEL FLOOR FRAMING
148	FIGURE R505.1.2 IN-LINE FRAMING
149	FIGURE R505.2(1) C-SHAPED SECTION FIGURE R505.2(2) TRACK SECTION TABLE R505.2(1) COLD-FORMED STEEL JOIST SIZES TABLE R505.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS
150	TABLE R505.2.4 SCREW SUBSTITUTION FACTOR FIGURE R505.2.5.1 FLOOR JOIST WEB HOLES
151	FIGURE R505.2.5.3 WEB HOLE PATCH
152	TABLE R505.3.1(1) FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS FIGURE 505.3.1(1) FLOOR TO EXTERIOR LOAD-BEARING WALL STUD CONNECTION
153	TABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa FIGURE R505.3.1(2) FLOOR TO WOOD SILL CONNECTION
154	FIGURE R505.3.1(3) FLOOR TO FOUNDATION CONNECTION FIGURE R505.3.1(4) CANTILEVERED FLOOR TO FOUNDATION CONNECTION
155	FIGURE R505.3.1(5) CANTILEVERED FLOOR TO WOOD SILL CONNECTION FIGURE R505.3.1(6) CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION
156	FIGURE R505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL
157	FIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL FIGURE R505.3.1(9) BEARING STIFFENERS FOR END JOISTS
158	TABLE R505.3.2(1) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—SINGLE SPANSa, b, c, d 33 ksi STEEL FIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID)
159	TABLE R505.3.2(2) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—MULTIPLE SPANSa, b, c, d, e, f 33 ksi STEEL FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP)
160	TABLE R505.3.2(3) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—MULTIPLE SPANSa, b, c, d, e, f 50 ksi STEEL
161	FIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS TABLE R505.3.4(1) CLIP ANGLE BEARING STIFFENERS (20 psf equivalent snow load)
162	TABLE R505.3.4(2) CLIP ANGLE BEARING STIFFENERS (30 psf equivalent snow load) FIGURE R505.3.4(2) BEARING STIFFENER
163	TABLE R505.3.4(3) CLIP ANGLE BEARING STIFFENERS (50 psf equivalent snow load) TABLE R505.3.4(4) CLIP ANGLE BEARING STIFFENERS (70 psf equivalent snow load)
164	FIGURE R505.3.7 TRACK SPLICE
165	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
166	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
167	SECTION R506 CONCRETE FLOORS (ON GROUND)
168	CHAPTER 6 WALL CONSTRUCTION SECTION R601 GENERAL TABLE R601.3.1 CLASS III VAPOR RETARDERS
169	SECTION R602 WOOD WALL FRAMING
170	TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
171	TABLE R602.3(1)—continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
172	TABLE R602.3(2) ALTERNATE ATTACHMENTS
173	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
174	FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING
175	FIGURE R602.3(2) FRAMING DETAILS
176	TABLE R602.3.1 MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 mph OR LESS IN SEISMIC DESIGN CATEGORIES A, B, C, D0, D1 and D2b, c
177	TABLE R602.3.1—continued MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 mph OR LESS IN SEISMIC DESIGN CATEGORIES A, B, C, D0, D1 and D2
178	FIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS
179	FIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS
180	FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING
181	TABLE R602.7.2 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa FIGURE R602.7.2 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION
183	TABLE R602.10.1.2(1)a, b, c, d, e BRACING REQUIREMENTS BASED ON WIND SPEED (as a function of braced wall line spacing)
184	TABLE R602.10.1.2(1)a, b, c, d, e—continued BRACING REQUIREMENTS BASED ON WIND SPEED (as a function of braced wall line spacing)
185	TABLE R602.10.1.2(1)a, b, c, d, e—continued BRACING REQUIREMENTS BASED ON WIND SPEED (as a function of braced wall line spacing)
186	TABLE R602.10.1.2(2)a, b, c BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY (AS A FUNCTION OF BRACED WALL LINE LENGTH)
187	TABLE R602.10.1.2(2)a, b, c—continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY (AS A FUNCTION OF BRACED WALL LINE LENGTH) TABLE R602.10.1.2(3) ADJUSTMENT FACTORS TO THE LENGTH OF REQUIRED SEISMIC WALL BRACINGa
188	FIGURE R602.10.1.3 ANGLED CORNERS
189	FIGURE R602.10.1.4(1) BRACED WALL PANELS AND BRACED WALL LINES FIGURE R602.10.1.4(2) BRACED WALL PANEL END DISTANCE REQUIREMENTS (SDC A, B AND C)
190	FIGURE R602.10.1.4(3) OFFSETS PERMITTED FOR BRACED WALL LINES FIGURE R602.10.1.4(4) BRACED WALL LINE SPACING
191	FIGURE R602.10.1.4.1 BRACED WALL PANELS AT ENDS OF BRACED WALL LINES IN SEISMIC DESIGN CATEGORIES D0, D1 AND D2 TABLE R602.10.1.5 ADJUSTMENTS OF BRACING LENGTH FOR BRACED WALL LINES GREATER THAN 25 FEETa,b
192	TABLE R602.10.2 INTERMITTENT BRACING METHODS
193	TABLE R602.10.3 EFFECTIVE LENGTHS FOR BRACED WALL PANELS LESS THAN 48 INCHES IN ACTUAL LENGTH (BRACE METHODS DWB, WSP, SFB, PBS, PCP AND HPSa) TABLE R602.10.3.1 MINIMUM LENGTH REQUIREMENTS FOR BRACED WALL PANELS TABLE R602.10.3.2 MINIMUM LENGTH REQUIREMENTS AND HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS
194	FIGURE R602.10.3.2 ALTERNATE BRACED WALL PANEL
195	FIGURE R602.10.3.3 METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS FIGURE R602.10.3.4 METHOD PFG PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C
196	TABLE R602.10.4.1 CONTINUOUS SHEATHING METHODS
197	FIGURE R602.10.4.1.1 METHOD CS-PF: CONTINUOUS PORTAL FRAME PANEL CONSTRUCTION
198	TABLE R602.10.4.1.1 TENSION STRAP CAPACITY REQUIRED FOR RESISTING WIND PRESSURES PERPENDICULAR TO 6:1 ASPECT RATIO WALLSa,b FIGURE R602.10.4.2 BRACED WALL PANELS WITH CONTINUOUS SHEATHING
199	TABLE R602.10.4.2 LENGTH REQUIREMENTS FOR BRACED WALL PANELS WITH CONTINUOUS SHEATHINGa (inches)
200	FIGURE R602.10.4.4(1) TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS SHEATHING
201	FIGURE R602.10.4.4(2) BRACED WALL LINE WITH CONTINUOUS SHEATHING WITH CORNER RETURN PANEL FIGURE R602.10.4.4(3) BRACED WALL LINE WITH CONTINUOUS SHEATHING WITHOUT CORNER RETURN PANEL
202	FIGURE R602.10.4.4(4) BRACED WALL LINE WITH CONTINUOUS SHEATHING FIRST BRACED WALL PANEL AWAY FROM END OF WALL LINE WITHOUT TIE DOWN FIGURE R602.10.4.4(5) BRACED WALL LINE WITH CONTINUOUS SHEATHING—FIRST BRACED WALL PANEL AWAY FROM END OF WALL LINE WITH HOLD-DOWN
203	TABLE R602.10.5.2 MINIMUM LENGTH REQUIREMENTS FOR STRUCTURAL FIBERBOARD BRACED WALL PANELS IN A CONTINUOUSLY-SHEATHED WALLa
204	FIGURE R602.10.6(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING FIGURE R602.10.6(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING
205	FIGURE R602.10.6.2(1) BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS FIGURE R602.10.6.2(2) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES
206	FIGURE R602.10.6.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES
207	FIGURE R602.10.7 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS
208	FIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION
209	TABLE R602.12(1) STONE OR MASONRY VENEER WALL BRACING REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B and C TABLE R602.12(2) STONE OR MASONRY VENEER WALL BRACING REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, SEISMIC DESIGN CATEGORIES D0, D1 and D2
210	FIGURE R602.12 HOLD DOWNS AT EXTERIOR AND INTERIOR BRACED WALL PANELS SECTION R603 STEEL WALL FRAMING
211	FIGURE R603.1.2 IN-LINE FRAMING
212	TABLE R603.2(1) LOAD-BEARING COLD-FORMED STEEL STUD SIZES TABLE R603.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS FIGURE R603.2(1) C-SHAPED SECTION FIGURE R603.2(2) TRACK SECTION
213	TABLE R603.2.4 SCREW SUBSTITUTION FACTOR FIGURE R603.2.5.1 WEB HOLES
214	FIGURE R603.2.5.3 STUD WEB HOLE PATCH
215	TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa,b FIGURE R603.3.1(1) WALL TO FLOOR CONNECTION
216	FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION FIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION
217	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
219	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
220	TABLE R603.3.2(3) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL
221	TABLE R603.3.2(4) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL
222	TABLE R603.3.2(5) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL
223	TABLE R603.3.2(6) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL
224	TABLE R603.3.2(7) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL
225	TABLE R603.3.2(8) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL
226	TABLE R603.3.2(9) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL
227	TABLE R603.3.2(10) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL
228	TABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL
229	TABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL
230	TABLE R603.3.2(13) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL
231	TABLE R603.3.2(14) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL
232	TABLE R603.3.2(15) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL
233	TABLE R603.3.2(16) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL
234	TABLE R603.3.2(17) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL
235	TABLE R603.3.2(18) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL
236	TABLE R603.3.2(19) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL
237	TABLE R603.3.2(20) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL
238	TABLE R603.3.2(21) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL
239	TABLE R603.3.2(22) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL
240	TABLE R603.3.2(23) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL
241	TABLE R603.3.2(24) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL
242	TABLE R603.3.2(25) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL
243	TABLE R603.3.2(26) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL
244	TABLE R603.3.2(27) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL
245	TABLE R603.3.2(28) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL
246	TABLE R603.3.2(29) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL
247	TABLE R603.3.2(30) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 3 ksi STEEL
248	TABLE R603.3.2(31) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL
249	FIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY FIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL
250	FIGURE R603.3.5 TRACK SPLICE FIGURE R603.4 CORNER FRAMING
251	TABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa,b,c 33 ksi STEEL
252	TABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa,b,c 50 ksi STEEL
253	TABLE R603.3.2.1(3) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa,b,c 33 ksi STEEL
254	TABLE R603.3.2.1(4) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa,b,c 50 ksi STEEL
255	FIGURE R603.6(1) BOX BEAM HEADER FIGURE 601.6(2) BACK-TO-BACK HEADER
256	FIGURE R603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL FIGURE R603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL
257	TABLE R603.6(1) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b
258	TABLE R603.6(2) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b
259	TABLE R603.6(3) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b
260	TABLE R603.6(4) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b
261	TABLE R603.6(5) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b
262	TABLE R603.6(6) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b
263	TABLE R603.6(7) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b
264	TABLE R603.6(8) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b
265	TABLE R603.6(9) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a
266	TABLE R603.6(10) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b
267	TABLE R603.6(11) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a, b
268	TABLE R603.6(12) BOX-BEAM HEADER SPANSa,b,c Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a,b
269	TABLE R603.6(13) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a,b
270	TABLE R603.6(14) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a,b
271	TABLE R603.6(15) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b
272	TABLE R603.6(16) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b
273	TABLE R603.6(17) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b
274	TABLE R603.6(18) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b
275	TABLE R603.6(19) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b
276	TABLE R603.6(20) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b
277	TABLE R603.6(21) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a, b
278	TABLE R603.6(22) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b
279	TABLE R603.6(23) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and ceiling (50 ksi steel)a, b
280	TABLE R603.6(24) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b
281	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
282	TABLE R603.8 HEAD AND SILL TRACK SPAN Fy = 33 ksi FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN
283	FIGURE R603.9.2 CORNER STUD HOLD DOWN DETAIL TABLE R603.9.2(1) MINIMUM PERCENTAGE OF FULL HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLSa,b
284	TABLE R603.9.2(2) FULL HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS SECTION R604 WOOD STRUCTURAL PANELS SECTION R605 PARTICLEBOARD SECTION R606 GENERAL MASONRY CONSTRUCTION
285	TABLE R606.5 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY
286	TABLE R606.9 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS
287	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
288	FIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C
289	FIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1, OR D2
290	TABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES
291	TABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDING ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1
292	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 TABLE R606.15.1 MINIMUM CORROSION PROTECTION SECTION R607 UNIT MASONRY
293	TABLE R607.1 MORTAR PROPORTIONSa, b SECTION R608 MULTIPLE WYTHE MASONRY
294	SECTION R609 GROUTED MASONRY
295	TABLE R609.1.1 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION TABLE R609.1.2 GROUT SPACE DIMENSIONS AND POUR HEIGHTS
296	SECTION R610 GLASS UNIT MASONRY FIGURE R610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE
297	SECTION R611 EXTERIOR CONCRETE WALL CONSTRUCTION
298	TABLE R611.3 DIMENSIONAL REQUIREMENTS FOR WALLSa,b
299	FIGURE R611.3(1) FLAT WALL SYSTEM FIGURE R611.3(2) WAFFLE-GRID WALL SYSTEM FIGURE R611.3(3) SCREEN-GRID WALL SYSTEM
301	TABLE R611.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS FIGURE R611.5.4(1) LAP SPLICES
302	FIGURE R611.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION FIGURE R611.5.4(3) STANDARD HOOKS
303	TABLE R611.5.4(2) MAXIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEELa, b, c
304	FIGURE R611.6(1) ABOVE-GRADE CONCRETE WALL CONSTRUCTION ONE FIGURE R611.6(2) ABOVE-GRADE CONCRETE WALL CONSTRUCTION CONCRETE FIRST-STORY ANDLIGHT-FRAMED SECOND-STORY
305	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
306	TABLE R611.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS
307	TABLE R611.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLS
308	TABLE R611.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLS
309	TABLE R611.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS
310	EQUATION R611-1 EQUATION R611-2
312	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-STORY
313	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-STORY
314	TABLE R611.7(1B) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO-STORY
315	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-STORY
316	TABLE R611.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE
317	TABLE R611.7(1C)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO-STORY
318	FIGURE R611.7(1) MINIMUM SOLID WALL LENGTH
319	FIGURE R611.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL
320	TABLE R611.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEETa FIGURE R611.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS
321	TABLE R611.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEETa,b
322	TABLE R611.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLSa,c
323	FIGURE R611.8(1) REINFORCEMENT OF OPENINGS
324	FIGURE R611.8(2) LINTEL FOR FLAT WALLS FIGURE R611.8(3) LINTELS FOR WAFFLE-GRID WALLS
325	FIGURE R611.8(4) LINTELS FOR SCREEN-GRID WALLS
327	TABLE R611.8(1) LINTEL DESIGN LOADING CONDITIONSa, b, d
328	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
329	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
330	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
331	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
332	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
333	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
334	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
335	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
336	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
337	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
338	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
339	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
340	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
341	TABLE R611.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS
342	TABLE R611.8(9)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g, h ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET TABLE R611.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS
344	FIGURE R611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
345	TABLE R611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c
346	FIGURE R611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL FRAMING PARALLEL
347	TABLE R611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b
348	FIGURE R611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR
349	TABLE R611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
350	FIGURE R611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PARALLEL
351	TABLE R611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
352	FIGURE R611.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
353	TABLE R611.9(5) COLD-FORMED STEEL FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
354	FIGURE R611.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
355	TABLE R611.9(6) COLD-FORMED STEEL FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
356	FIGURE R611.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR
357	TABLE R611.9(7) COLD-FORMED STEEL FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
358	FIGURE R611.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
359	TABLE R611.9(8) COLD-FORMED STEEL FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
360	FIGURE R611.9(9) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
361	TABLE R611.9(9) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
362	FIGURE R611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL FRAMING PARALLEL
363	TABLE R611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
364	FIGURE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
365	TABLE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
366	FIGURE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
367	TABLE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
368	SECTION R612 EXTERIOR WINDOWS AND DOORS FIGURE R612.8(1) THROUGH THE FRAME
369	FIGURE R612.8(2) FRAME CLIP FIGURE R612.8(3) THROUGH THE FRAME FIGURE R612.8(4) FRAME CLIP FIGURE R612.8(5) THROUGH THE FLANGE
370	FIGURE R612.8(6) THROUGH THE FLANGE FIGURE R612.8(7) FRAME CLIP FIGURE R612.8(8) THROUGH THE FLANGE
371	SECTION R613 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION TABLE R613.3.1 MINIMUM PROPERTIES FOR POLYURETHANE INSULATION USED AS SIPS CORE
372	TABLE R613.3.2 MINIMUM PROPERTIESa FOR WOOD STRUCTURAL PANEL FACING MATERIAL USED IN SIP WALLS FIGURE R613.4 SIP WALL PANEL
373	TABLE R613.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP LIGHT-FRAME ROOF ONLY (inches)
374	TABLE R613.5(2) MINIMUM THICKNESS FOR SIP WALLS SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF (inches)
375	FIGURE R613.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS FIGURE R613.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
376	FIGURE R613.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION FIGURE R613.5(4) SIP WALL TO WALL PLATFORM FRAME CONNECTION
377	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
378	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
379	FIGURE R613.9 SIP CORNER FRAMING DETAIL TABLE R614.10 MAXIMUM SPANS FOR 117/8 INCH DEEP SIP HEADERS (feet)
380	CHAPTER 7 WALL COVERING SECTION R701 GENERAL SECTION R702 INTERIOR COVERING TABLE R702.1(1) THICKNESS OF PLASTER TABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa
381	TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD
383	TABLE R702.3.7 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMEDGYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES SECTION R703 EXTERIOR COVERING
385	TABLE R703.4 WEATHER–RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS
386	TABLE R703.4—continued WEATHER–RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS TABLE R703.5.2 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa, b, c (Dimensions are in inches)
388	FIGURE R703.7 MASONRY VENEER WALL DETAILS
389	FIGURE R703.7—continued MASONRY VENEER WALL DETAILS
390	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
391	FIGURE R703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES
392	FIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS
393	TABLE R703.7.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa, b, c, d FIGURE R703.7.3.2 MASONRY VENEER OPENING
396	CHAPTER 8 ROOF-CEILING CONSTRUCTION SECTION R801 GENERAL SECTION R802 WOOD ROOF FRAMING
400	TABLE R802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Î” = 240)
401	TABLE R802.4(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
402	TABLE R802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Î” = 240)
403	TABLE R802.4(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)
404	TABLE R802.5.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L/Î” = 180)
405	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)
406	TABLE R802.5.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L/Î” = 240)
407	TABLE R802.5.1(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L/Δ = 240)
408	TABLE R802.5.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L/Î” = 180)
409	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)
410	TABLE R802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L/Î” = 180)
411	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)
412	TABLE R802.5.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L/Î” = 240)
413	TABLE R802.5.1(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L/Δ = 240)
414	TABLE R802.5.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L/Î” = 240)
415	TABLE R802.5.1(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L/Δ = 240)
416	TABLE R802.5.1(7) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L/Î” = 180)
417	TABLE R802.5.1(7)—continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L/Δ = 180)
418	TABLE R802.5.1(8) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L/Î” = 240)
419	TABLE R802.5.1(8)—continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOADa (Ceiling attached to rafters, L/Δ = 240)
420	TABLE R802.5.1(9) RAFTER/CEILING JOIST HEEL JOINT CONNECTIONS
421	FIGURE R802.5.1 BRACED RAFTER CONSTRUCTION TABLE R802.11 REQUIRED STRENGTH OF TRUSS OR RAFTER CONNECTIONS TO RESIST WIND UPLIFT FORCESa, b, c, e, f (Pounds per connection)
422	SECTION R803 ROOF SHEATHING TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING SECTION R804 STEEL ROOF FRAMING
423	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
424	FIGURE R804.2(1) C-SHAPED SECTION FIGURE R804.2(2) TRACK SECTION TABLE R804.2.4 SCREW SUBSTITUTION FACTOR
425	FIGURE R804.2.5.1 WEB HOLES FIGURE R804.2.5.3 WEB HOLE PATCH
426	FIGURE R804.3 STEEL ROOF CONSTRUCTION TABLE R804.3 ROOF FRAMING FASTENING SCHEDULEa, b
429	TABLE R804.3.1.1(1) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b, c 33 ksi STEEL
430	TABLE R804.3.1.1(2) CEILING JOIST SPANS TWO EQUAL SPANS WITH BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b, c 33 ksi STEEL
431	TABLE R804.3.1.1(3) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c 33 ksi STEEL
432	TABLE R804.3.1.1(4) CEILING JOIST SPANS TWO EQUAL SPANS WITH BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c 33 ksi STEEL
433	TABLE R804.3.1.1(5) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b 33 ksi STEEL
434	TABLE R804.3.1.1(6) CEILING JOIST SPANS TWO EQUAL SPANS WITHOUT BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b 33 ksi STEEL
435	TABLE R804.3.1.1(7) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b 33 ksi STEEL
436	TABLE R804.3.1.1(8) CEILING JOIST SPANS TWO EQUAL SPANS WITHOUT BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b 33 ksi STEEL
437	FIGURE R804.3.1.1(1) JOIST TO RAFTER CONNECTION TABLE R804.3.1.1(9) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTIONa
438	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
439	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
440	TABLE R804.3.2.1(1) ROOF RAFTER SPANSa, b, c 33 ksi STEEL
441	TABLE R804.3.2.1(2) ROOF RAFTER SPANSa, b, c 50 ksi STEEL
442	TABLE R804.3.2.1(3) BASIC WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION FIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS
443	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 FIGURE R804.3.2.4 HIP MEMBER OR RIDGE MEMBER CONNECTION
444	TABLE R804.3.3.2 HIP MEMBER SIZES, 33 ksi STEEL TABLE R804.3.3.3 HIP SUPPORT COLUMN SIZES
445	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
446	TABLE R804.3.3.4(2) CONNECTION REQUIREMENTS HIP MEMBER TO HIP SUPPORT COLUMN FIGURE R804.3.3.4(2) HIP SUPPORT COLUMN
447	TABLE R804.3.3.4(3) UPLIFT STRAP CONNECTION REQUIREMENTS HIP MEMBER TO WALL FIGURE R804.3.3.4(3) HIP CONNECTIONS AT RIDGE
448	FIGURE R804.3.3.4(4) HIP CONNECTIONS AT RIDGE AND BOX COLUMN
449	FIGURE R804.3.3.4(5) HIP MEMBER CONNECTION AT WALL CORNER FIGURE R804.3.6(1) ROOF OR CEILING OPENING
450	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 FT
451	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 FT
452	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 FT
453	FIGURE R804.3.8(3) ROOF BLOCKING DETAIL SECTION R805 CEILING FINISHES SECTION R806 ROOF VENTILATION
454	TABLE R806.4 INSULATION FOR CONDENSATION CONTROL SECTION R807 ATTIC ACCESS
456	CHAPTER 9 ROOF ASSEMBLIES SECTION R901 GENERAL SECTION R902 ROOF CLASSIFICATION SECTION R903 WEATHER PROTECTION SECTION R904 MATERIALS
457	FIGURE R903.5 HAIL EXPOSURE MAP
458	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
459	TABLE R905.2.8.2 VALLEY LINING MATERIAL
460	TABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT
462	TABLE R905.6.5 SLATE SHINGLE HEADLAP TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS TABLE R905.7.5 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
463	TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
464	TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS
465	TABLE R905.10.3(1) METAL ROOF COVERINGS STANDARDS TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS
466	SECTION R906 ROOF INSULATION TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION R907 REROOFING
468	CHAPTER 10 CHIMNEYS AND FIREPLACES SECTION R1001 MASONRY FIREPLACES
469	TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS
470	FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS
471	SECTION R1002 MASONRY HEATERS
472	FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES SECTION R1003 MASONRY CHIMNEYS
474	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
475	FIGURE R1003.15. 2FLUE SIZES FOR MASONRY CHIMNEYS
476	FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES FIGURE R1003.20 CHIMNEY CRICKET
477	TABLE R1003.20 CRICKET DIMENSIONS SECTION R1004 FACTORY-BUILT FIREPLACES SECTION R1005 FACTORY-BUILT CHIMNEYS SECTION R1006 EXTERIOR AIR SUPPLY
478	PART IV – ENERGY CONSERVATION CHAPTER 11 ENERGY EFFICIENCY SECTION N1101 GENERAL
479	FIGURE N1101.2 CLIMATE ZONES
480	TABLE N1101.2 CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
481	TABLE N1101.2—continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
482	TABLE N1101.2—continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
483	TABLE N1101.2—continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
484	TABLE N1101.2—continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
485	TABLE N1101.2—continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
486	TABLE N1101.2—continue dCLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
487	TABLE N1101.2—continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
488	TABLE N1101.2—continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
489	TABLE N1101.2—continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
490	TABLE N1101.2—continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY TABLE N1101.5(1) DEFAULT GLAZED FENESTRATION U-FACTORS TABLE N1101.5(2) DEFAULT DOOR U-FACTORS TABLE N1101.5(3) DEFAULT GLAZED FENESTRATION SHGC
491	SECTION N1102 BUILDING THERMAL ENVELOPE TABLE N1102.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa
492	TABLE N1102.1.2 EQUIVALENT U-FACTORSa
493	TABLE N1102.2.5 STEEL-FRAME CEILING, WALL AND FLOOR INSULATION (R-VALUE)
494	SECTION N1103 SYSTEMS
495	TABLE N1102.4.2 AIR BARRIER AND INSULATION INSPECTION
496	SECTION N1104 LIGHTING SYSTEMS
498	PART V – MECHANICAL CHAPTER 12 MECHANICAL ADMINISTRATION SECTION M1201 GENERAL [EB] SECTION M1202 EXISTING MECHANICAL SYSTEMS
500	CHAPTER 13 GENERAL MECHANICAL SYSTEM REQUIREMENT SECTION M1301 GENERAL SECTION M1302 APPROVAL SECTION M1303 LABELING OF APPLIANCES SECTION M1304 TYPE OF FUEL SECTION M1305 APPLIANCE ACCESS
501	SECTION M1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION SECTION M1307 APPLIANCE INSTALLATION
502	TABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION
503	FIGURE M1306.1 REDUCED CLEARANCE DIAGRAM FIGURE M1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
504	SECTION M1308 MECHANICAL SYSTEMS INSTALLATION
506	CHAPTER 14 HEATING AND COOLING EQUIPMENT 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
507	SECTION M1407 DUCT HEATERS SECTION M1408 VENTED FLOOR FURNACES SECTION M1409 VENTED WALL FURNACES
508	SECTION M1410 VENTED ROOM HEATERS SECTION M1411 HEATING AND COOLING EQUIPMENT
509	SECTION M1412 ABSORPTION COOLING EQUIPMENT SECTION M1413 EVAPORATIVE COOLING EQUIPMENT SECTION 1414 FIREPLACE STOVES SECTION M1415 MASONRY HEATERS
510	CHAPTER 15 EXHAUST SYSTEMS SECTION M1501 GENERAL SECTION M1502 CLOTHES DRYER EXHAUST TABLE M1502.4.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH
511	SECTION M1503 RANGE HOODS SECTION M1504 INSTALLATION OF MICROWAVE OVENS SECTION M1505 OVERHEAD EXHAUST HOODS SECTION M1506 EXHAUST DUCTS SECTION M1507 MECHANICAL VENTILATION
512	TABLE M1507.3 MINIMUM REQUIRED EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS
514	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
516	SECTION M1602 RETURN AIR
518	CHAPTER 17 COMBUSTION AIR SECTION M1701 GENERAL
520	CHAPTER 18 CHIMNEYS AND VENTS SECTION M1801 GENERAL SECTION M1802 VENT COMPONENTS
521	SECTION M1803 CHIMNEY AND VENT CONNECTORS TABLE M1803.2 THICKNESS FOR SINGLE-WALL METAL PIPE CONNECTORS TABLE M1803.3.4 CHIMNEY AND VENT CONNECTOR CLEARANCES TO COMBUSTIBLE MATERIALSa
522	SECTION M1804 VENTS TABLE M1804.1 VENT SELECTION CHART SECTION M1805 MASONRY AND FACTORY-BUILT CHIMNEYS
524	CHAPTER 19 SPECIAL FUEL-BURNING EQUIPMENT SECTION M1901 RANGES AND OVENS SECTION M1902 SAUNA HEATERS SECTION M1903 STATIONARY FUEL CELL POWER PLANTS SECTION M1904 GASEOUS HYDROGEN SYSTEMS
526	CHAPTER 20 BOILERS AND WATER HEATERS SECTION M2001 BOILERS SECTION M2002 OPERATING AND SAFETY CONTROLS SECTION M2003 EXPANSION TANKS SECTION M2004 WATER HEATERS USED FOR SPACE HEATING SECTION M2005 WATER HEATERS
527	TABLE M2003. 2 EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS SECTION M2006 POOL HEATERS
528	CHAPTER 21 HYDRONIC PIPING SECTION M2101 HYDRONIC PIPING SYSTEMS INSTALLATION SECTION M2102 BASEBOARD CONVECTORS SECTION M2103 FLOOR HEATING SYSTEMS
529	TABLE M2101.1 HYDRONIC PIPING MATERIALS
530	TABLE M2101.9 HANGER SPACING INTERVALS SECTION M2104 LOW TEMPERATURE PIPING
531	SECTION M2105 GROUND SOURCE HEAT PUMP SYSTEM LOOP PIPING
532	CHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS SECTION M2201 OIL TANKS SECTION M2202 OIL PIPING, FITTING AND CONNECTIONS SECTION M2203 INSTALLATION
533	SECTION M2204 OIL PUMPS AND VALVES
534	CHAPTER 23 SOLAR SYSTEMS SECTION M2301 SOLAR ENERGY SYSTEMS
536	PART VI – FUEL GAS CHAPTER 24 FUEL GAS SECTION G2401 (101) GENERAL SECTION G2402 (201) GENERAL SECTION G2403 (202) GENERAL DEFINITIONS
542	SECTION G2404 (301) GENERAL SECTION G2405 (302) STRUCTURAL SAFETY SECTION G2406 (303) APPLIANCE LOCATION
543	SECTION G2407 (304) COMBUSTION, VENTILATION AND DILUTION AIR EQUATION 24-1 EQUATON 24-2
544	FIGURE G2407.5.3 (304.5.3) ALL AIR FROM INSIDE THE BUILDING (see Section 2407.5.3) FIGURE G2407.6.2 (304.6.2) SINGLE COMBUSTION AIR OPENING,ALL AIR FROM OUTDOORS (see Section 2407.6.2)
545	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)
546	FIGURE G2407.6.1(3) [304.6.1(3)] ALL AIR FROM OUTDOORS (see Section G2407.6.1)
547	SECTION G2408 (305) INSTALLATION SECTION G2409 (308) CLEARANCE REDUCTION
548	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
549	FIGURE G2409.2(3) [308.2(3)] MASONRY CLEARANCE REDUCTION SYSTEM SECTION G2410 (309) ELECTRICAL SECTION G2411 (310) ELECTRICAL BONDING
550	TABLE G2409.2 (308.2)a through k REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION
551	SECTION G2412 (401) GENERAL SECTION G2413 (402) PIPE SIZING TABLE G2413.2 (402.2) APPROXIMATE GAS INPUT FOR TYPICAL APPLIANCES
552	EQUATION 24-3 EQUATION 24-4 TABLE G2413.4 (402.4) Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS
553	TABLE G2413.4(1) [402.4(2)] SCHEDULE 40 METALLIC PIPE
554	TABLE G2413.4(2) [402.4(3)] SCHEDULE 40 METALLIC PIPE
555	TABLE G2413.4(3) [402.4(7)] SEMIRIGID COPPER TUBING
556	TABLE G2413.4(4) [402.4(10)] SEMIRIGID COPPER TUBING
557	TABLE G2413.4(5) [402.4(13)] CORRUGATED STAINLESS STEEL TUBING (CSST)
558	TABLE G2413.4(6) [402.4(16)] CORRUGATED STAINLESS STEEL TUBING (CSST)
559	TABLE G2413.4(7) [402.4(19)] POLYETHYLENE PLASTIC PIPE
560	TABLE G2413.4(8) [402.4(20)] POLYETHYLENE PLASTIC PIPE
561	TABLE G2413.4(9) [402.4(23)] SCHEDULE 40 METALLIC PIPE
562	TABLE G2413.4(10) [402.4(24)] SCHEDULE 40 METALLIC PIPE
563	TABLE G2413.4(11) [402.4(25)] SCHEDULE 40 METALLIC PIPE
564	TABLE G2413.4(12) [402.4(26)] SCHEDULE 40 METALLIC PIPE
565	TABLE G2413.4(13) [402.4(27)] SEMIRIGID COPPER TUBING
566	TABLE G2413.4(14) [402.4(28)] SEMIRIGID COPPER TUBING
567	TABLE G2413.4(15) [402.4(29)] SEMIRIGID COPPER TUBING
568	TABLE G2413.4(16) [402.4(30)] CORRUGATED STAINLESS STEEL TUBING (CSST)
569	TABLE G2413.4(17) [402.4(31)] CORRUGATED STAINLESS STEEL TUBING (CSST)
570	TABLE G2413.4(18) [402.4(32)] CORRUGATED STAINLESS STEEL TUBING (CSST)
571	TABLE G2413.4(19) [402.4(33)] POLYETHYLENE PLASTIC PIPE
572	TABLE G2413.4(20) [402.4(34)] POLYETHYLENE PLASTIC PIPE
573	TABLE G2413.4(21) [402.4(35)] POLYETHYLENE PLASTIC TUBING SECTION G2414 (403) PIPING MATERIALS
574	TABLE G2414.9.2 (403.9.2) SPECIFICATIONS FOR THREADING METALLIC PIPE
575	SECTION G2415 (404) PIPING SYSTEM INSTALLATION
576	SECTION G2416 (405) PIPING BENDS AND CHANGES IN DIRECTION
577	SECTION G2417 (406) INSPECTION, TESTING AND PURGING
578	SECTION G2418 (407) PIPING SUPPORT SECTION G2419 (408) DRIPS AND SLOPED PIPING SECTION G2420 (409) GAS SHUTOFF VALVES
579	TABLE G2420.1.1 MANUAL GAS VALVE STANDARDS SECTION G2421 (410) FLOW CONTROLS
580	SECTION G2422 (411) APPLIANCE CONNECTIONS
581	SECTION G2423 (413) CNG GAS-DISPENSING SYSTEMS SECTION G2424 (415) PIPING SUPPORT INTERVALS TABLE G2424.1 SUPPORT OF PIPING SECTION G2425 (501) GENERAL
582	SECTION G2426 (502) VENTS
583	SECTION G2427 (503) VENTING OF APPLIANCES
584	TABLE G2427.4 TYPE OF VENTING SYSTEM TO BE USED
585	FIGURE G2427.5.3 (503.5.4) TYPICAL TERMINATION LOCATIONS FOR CHIMNEYS AND SINGLE-WALL METAL PIPES SERVING RESIDENTIAL-TYPE AND LOW-HEAT APPLIANCES
587	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
589	TABLE G2427.10.2.4 (503.10.2.4) MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES
590	TABLE G2427.10.5 (503.10.5) aCLEARANCES FOR CONNECTORS
592	SECTION G2428 (504) SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS
593	TABLE G2428.2(1) [504.2(1)] TYPE B DOUBLE-WALL GAS VENT
594	TABLE G2428.2(1) [504.2(1)]—continued TYPE B DOUBLE-WALL GAS VENT
595	TABLE G2428.2(2) [504.2(2)] TYPE B DOUBLE-WALL GAS VENT
596	TABLE G2428.2(2) [504.2(2)]—continued TYPE B DOUBLE-WALL GAS VENT
598	TABLE G2428.3(1) [504.3(1)] TYPE B DOUBLE-WALL VENT
599	TABLE G2428.3(2) [504.3(2)] TYPE B DOUBLE-WALL VENT
600	TABLE G2428.3(3) [504.3(3)] MASONRY CHIMNEY
601	TABLE G2428.3(4) [504.3(4)] MASONRY CHIMNEY
602	TABLE G2428.3.2 (504.3.2) MAXIMUM VENT CONNECTOR LENGTH
604	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
605	SECTION G2437 (609) FLOOR FURNACES SECTION G2438 (613) CLOTHES DRYERS SECTION G2439 (614) CLOTHES DRYER EXHAUST
606	TABLE G2439.5.5.1 (TABLE 614.6.5.1) DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH SECTION G2440 (615) SAUNA HEATERS
607	SECTION G2441 (617) POOL AND SPA HEATERS SECTION G2442 (618) FORCED-AIR WARM-AIR FURNACES
608	SECTION G2443 (619) CONVERSION BURNERS SECTION G2444 (620) UNIT HEATERS SECTION G2445 (621) UNVENTED ROOM HEATERS SECTION G2446 (622) VENTED ROOM HEATERS
609	SECTION G2447 (623) COOKING APPLIANCES SECTION G2448 (624) WATER HEATERS SECTION G2449 (627) AIR CONDITIONING APPLIANCES SECTION G2450 (628) ILLUMINATING APPLIANCES
610	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
612	PART VII – PLUMBING CHAPTER 25 PLUMBING ADMINISTRATION SECTION P2501 GENERAL SECTION P2502 EXISTING PLUMBING SYSTEMS SECTION P2503 INSPECTION AND TESTS
614	CHAPTER 26 GENERAL PLUMBING REQUIREMENTS SECTION P2601 GENERAL SECTION P2602 INDIVIDUAL WATER SUPPLY AND SEWAGE DISPOSAL SECTION P2603 STRUCTURAL AND PIPING PROTECTION
615	SECTION P2604 TRENCHING AND BACKFILLING FIGURE P2604.4 PIPE LOCATION WITH RESPECT TO FOOTINGS SECTION P2605 SUPPORT SECTION P2606 WATERPROOFING OF OPENINGS SECTION P2607 WORKMANSHIP SECTION P2608 MATERIALS EVALUATION AND LISTING
616	TABLE P2605.1 PIPING SUPPORT TABLE P2608.4 PRODUCTS AND MATERIALS REQUIRING THIRD-PARTY TESTING AND THIRD-PARTY CERTIFICATION
618	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
619	TABLE P2701.1 PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS
620	SECTION P2707 DIRECTIONAL FITTINGS SECTION P2708 SHOWERS SECTION P2709 SHOWER RECEPTORS
621	SECTION P2710 SHOWER WALLS SECTION P2711 LAVATORIES SECTION P2712 WATER CLOSETS
622	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
623	SECTION P2721 BIDET INSTALLATIONS SECTION P2722 FIXTURE FITTING SECTION P2723 MACERATING TOILET SYSTEMS SECTION P2724 SPECIALTY TEMPERATURE CONTROL DEVICES AND VALVES
624	CHAPTER 28 WATER HEATERS SECTION P2801 GENERAL SECTION P2802 WATER HEATERS USED FOR SPACE HEATING SECTION P2803 RELIEF VALVES
626	CHAPTER 29 WATER SUPPLY AND DISTRIBUTION SECTION P2901 GENERAL SECTION P2902 PROTECTION OF POTABLE WATER SUPPLY
627	TABLE P2902.3 APPLICATION FOR BACKFLOW PREVENTERS
628	TABLE P2902.3.1 MINIMUM AIR GAPS
629	SECTION P2903 WATER-SUPPLY SYSTEM TABLE P2903.1 REQUIRED CAPACITIES AT POINT OF OUTLET DISCHARGE TABLE P2903.2 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGSb
630	TABLE P2903.6 WATER-SUPPLY FIXTURE-UNIT VALUES FOR VARIOUS PLUMBING FIXTURES AND FIXTURE GROUPS
631	TABLE P2903.6(1) CONVERSIONS FROM WATER SUPPLY FIXTURE UNIT TO GALLON PER MINUTE FLOW RATES TABLE P2903.8.1 MANIFOLD SIZING
632	FIGURE P2903.10 TYPICAL FROSTPROOF HOSE BIBB INSTALLATION NOT REQUIRING SEPARATE VALUE SECTION P2904 DWELLING UNIT FIRE SPRINKLER SYSTEMS
633	TABLE P2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED
634	EQUATION 29-1
636	TABLE P2904.6.2(1) WATER SERVICE PRESSURE LOSS (PLsvc)a,b
637	TABLE P2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS (PLm)a TABLE P2904.6.2(3) ELEVATION LOSS (PLe)
638	TABLE P2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3/4-INCH TYPE M COPPER WATER TUBING
639	TABLE P2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING
640	TABLE P2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3/4-INCH CPVC PIPE
641	TABLE P2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE
642	TABLE P2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3/4-INCH PEX TUBING
643	TABLE P2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX TUBING
644	SECTION P2905 MATERIALS, JOINTS AND CONNECTIONS
645	TABLE P2905.4 WATER SERVICE PIPE
646	TABLE P2905.5 WATER DISTRIBUTION PIPE TABLE P2905.6 PIPE FITTINGS
647	SECTION P2906 CHANGES IN DIRECTION SECTION P2907 SUPPORT SECTION P2908 DRINKING WATER TREATMENT UNITS
648	CHAPTER 30 SANITARY DRAINAGE SECTION P3001 GENERAL SECTION P3002 MATERIALS SECTION P3003 JOINTS AND CONNECTIONS
649	TABLE P3002.1(1) ABOVE-GROUND DRAINAGE AND VENT PIPE TABLE P3002.1(2) UNDERGROUND BUILDING DRAINAGE AND VENT PIPE
650	TABLE P3002.2 BUILDING SEWER PIPE TABLE P3002.3 PIPE FITTINGS
653	SECTION P3004 DETERMINING DRAINAGE FIXTURE UNITS TABLE P3004.1 DRAINAGE FIXTURE UNIT (d.f.u.) VALUES FOR VARIOUS PLUMBING FIXTURES SECTION P3005 DRAINAGE SYSTEM
654	TABLE P3005.1 FITTINGS FOR CHANGE IN DIRECTION
655	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
656	SECTION P3006 SIZING OF DRAIN PIPE OFFSETS SECTION P3007 SUMPS AND EJECTORS
657	TABLE 3007.6 MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR SECTION P3008 BACKWATER VALVES
658	CHAPTER 31 VENTS SECTION P3101 VENT SYSTEMS SECTION P3102 VENT STACKS AND STACK VENTS SECTION P3103 VENT TERMINALS SECTION P3104 VENT CONNECTIONS AND GRADES
659	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
660	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
661	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
662	TABLE P3113.4.1 SIZE AND LENGTH OF SUMP VENTS
664	CHAPTER 32 TRAPS SECTION P3201 FIXTURE TRAPS TABLE P3201.7 SIZE OF TRAPS AND TRAP ARMS FOR PLUMBING FIXTURES
666	CHAPTER 33 STORM DRAINAGE SECTION P3301 GENERAL SECTION P3302 SUBSOIL DRAINS TABLE P3302.1 SUBSOIL DRAIN PIPE SECTION P3303 SUMPS AND PUMPING SYSTEMS
668	PART VIII – ELECTRICAL CHAPTER 34 GENERAL REQUIREMENTS SECTION E3401 GENERAL
669	SECTION E3402 BUILDING STRUCTURE PROTECTION SECTION E3403 INSPECTION AND APPROVAL SECTION E3404 GENERAL EQUIPMENT REQUIREMENTS
670	TABLE E3404.4 ENCLOSURE SELECTION
671	SECTION E3405 EQUIPMENT LOCATION AND CLEARANCES SECTION E3406 ELECTRICAL CONDUCTORS AND CONNECTIONS
672	FIGURE E3405.1a, b, c, d, e WORKING SPACE AND CLEARANCES
673	SECTION E3407 CONDUCTOR AND TERMINAL IDENTIFICATION
676	CHAPTER 35 ELECTRICAL DEFINITIONS SECTION E3501 GENERAL
680	CHAPTER 36 SERVICES SECTION E3601 GENERAL SERVICES SECTION E3602 SERVICE SIZE AND RATING TABLE E3602.2 MINIMUM SERVICE LOAD CALCULATION
681	SECTION E3603 SERVICE, FEEDER AND GROUNDING ELECTRODE CONDUCTOR SIZING TABLE E3603.1 SERVICE CONDUCTOR AND GROUNDING ELECTRODE CONDUCTOR SIZING
682	SECTION E3604 OVERHEAD SERVICE-DROP AND SERVICE CONDUCTOR INSTALLATION FIGURE E3604.1 CLEARANCES FROM BUILDING OPENINGS
683	FIGURE E3604.2.1 CLEARANCES FROM ROOFS
684	SECTION E3605 SERVICE-ENTRANCE CONDUCTORS SECTION E3606 SERVICE EQUIPMENT—GENERAL
685	SECTION E3607 SYSTEM GROUNDING SECTION E3608 GROUNDING ELECTRODE SYSTEM
687	SECTION E3609 BONDING SECTION E3610 GROUNDING ELECTRODE CONDUCTORS
688	SECTION E3611 GROUNDING ELECTRODE CONDUCTOR CONNECTION TO THE GROUNDING ELECTRODES
690	CHAPTER 37 BRANCH CIRCUIT AND FEEDER REQUIREMENTS SECTION E3701 GENERAL SECTION E3702 BRANCH CIRCUIT RATINGS
691	TABLE E3702.13 BRANCH-CIRCUIT REQUIREMENTS—SUMMARYa,b SECTION E3703 REQUIRED BRANCH CIRCUITS
692	SECTION E3704 FEEDER REQUIREMENTS TABLE E3704.2(1) FEEDER LOAD CALCULATION
693	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 E3705.1 ALLOWABLE AMPACITIES
694	TABLE E3705.2 AMBIENT TEMPERATURE CORRECTION FACTORS TABLE E3705.3 CONDUCTOR PROXIMITY ADJUSTMENT FACTORS
695	TABLE E3705.5.3 OVERCURRENT-PROTECTION RATING
696	SECTION E3706 PANELBOARDS
698	CHAPTER 38 WIRING METHODS SECTION E3801 GENERAL REQUIREMENTS TABLE E3801.2 ALLOWABLE WIRING METHODS SECTION E3802 ABOVE-GROUND INSTALLATION REQUIREMENTS
699	TABLE E3801.4 ALLOWABLE APPLICATIONS FOR WIRING METHODS
700	TABLE E3802.1 GENERAL INSTALLATION AND SUPPORT REQUIREMENTS FOR WIRING METHODS
701	SECTION E3803 UNDERGROUND INSTALLATION REQUIREMENTS TABLE E3803.1 MINIMUM COVER REQUIREMENTS, BURIAL IN INCHES
704	CHAPTER 39 POWER AND LIGHTING DISTRIBUTION SECTION E3901 RECEPTACLE OUTLETS FIGURE E3901.2 GENERAL USE RECEPTACLE DISTRIBUTION
705	FIGURE E3901.4 COUNTERTOP RECEPTACLES FIGURE E3901.4.1 DETERMINATION OF AREA BEHIND SINK OR RANGE
706	SECTION E3902 GROUND-FAULT AND ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION
707	SECTION E3903 LIGHTING OUTLETS SECTION E3904 GENERAL INSTALLATION REQUIREMENTS
708	TABLE E3904.6(1) MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL METALLIC TUBING (EMT)a
709	TABLE E3904.6(2) MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL NONMETALLIC TUBING (ENT)a
710	TABLE E3904.6(3) MAXIMUM NUMBER OF CONDUCTORS IN FLEXIBLE METALLIC CONDUIT (FMC)a
711	TABLE E3904.6(4) MAXIMUM NUMBER OF CONDUCTORS IN INTERMEDIATE METALLIC CONDUIT (IMC)a
712	TABLE E3904.6(5) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-B)a
713	TABLE E3904.6(6) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-A)a
714	TABLE E3904.6(7) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE METAL CONDUIT (LFMC)a
715	TABLE E3904.6(8) MAXIMUM NUMBER OF CONDUCTORS IN RIGID METAL CONDUIT (RMC)a
716	TABLE E3904.6(9) MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT, SCHEDULE 80 (PVC-80)a
717	TABLE E3904.6(10) MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT SCHEDULE 40 (PVC-40)a
718	SECTION E3905 BOXES, CONDUIT BODIES AND FITTINGS
720	TABLE E3905.13.1 MAXIMUM NUMBER OF CONDUCTORS IN METAL BOXESa TABLE E3905.13.2.1 VOLUME ALLOWANCE REQUIRED PER CONDUCTOR
721	SECTION E3906 INSTALLATION OF BOXES, CONDUIT BODIES AND FITTINGS
722	SECTION E3907 CABINETS AND PANELBOARDS
723	TABLE E3907.8 PERCENT OF CROSS SECTION OF CONDUIT AND TUBING FOR CONDUCTORS SECTION E3908 GROUNDING
725	TABLE E3908.12 EQUIPMENT GROUNDING CONDUCTOR SIZING
726	SECTION E3909 FLEXIBLE CORDS TABLE E3909.2 MAXIMUM AMPERE LOAD FOR FLEXIBLE CORDS
728	CHAPTER 40 DEVICES AND LUMINAIRES SECTION E4001 SWITCHES
729	SECTION E4002 RECEPTACLES TABLE E4002.1.2 RECEPTACLE RATINGS FOR VARIOUS SIZE MULTI-OUTLET CIRCUITS
730	SECTION E4003 FIXTURES
731	FIGURE E4003.12 CLOSET STORAGE SPACE SECTION E4004 LUMINAIRE INSTALLATION SECTION E4005 TRACK LIGHTING
734	CHAPTER 41 APPLIANCE INSTALLATION SECTION E4101 GENERAL TABLE E4101.3 FLEXIBLE CORD LENGTH
735	TABLE E4101.5 DISCONNECTING MEANS
736	CHAPTER 42 SWIMMING POOLS SECTION E4201 GENERAL SECTION E4202 WIRING METHODS FOR POOLS, SPAS, HOT TUBS AND HYDROMASSAGE BATHTUBS
737	TABLE E4202.1 ALLOWABLE APPLICATIONS FOR WIRING METHODS
738	SECTION E4203 EQUIPMENT LOCATION AND CLEARANCES
739	TABLE E4203.5 OVERHEAD CONDUCTOR CLEARANCES TABLE E4203.7 MINIMUM BURIAL DEPTHS SECTION E4204 BONDING
741	SECTION E4205 GROUNDING
742	SECTION E4206 EQUIPMENT INSTALLATION
744	SECTION E4207 STORABLE SWIMMING POOLS
745	SECTION E4208 SPAS AND HOT TUBS SECTION E4209 HYDROMASSAGE BATHTUBS
748	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
750	PART IX – REFERENCED STANDARDS CHAPTER 44 REFERENCED STANDARDS AAMA ACI ACCA
751	AFPA AISI AITC ANSI
752	APA APSP
753	ASCE/SEI ASHRAE ASME
754	ASSE
755	ASTM
763	AWPA AWS AWWA CGSB
764	CISPI CPA CPSC CSA
765	CSSB DASMA
766	DOC DOTn FEMA FM GA
767	HPVA ICC ISO MSS NAIMA
768	NCMA NFPA NFRC NSF
769	PCA SMACNA TMS TPI UL
770	ULC US-FTC
771	WDMA
772	APPENDIX A SIZING AND CAPACITIES OF GAS PIPING A.1 GENERAL PIPING CONSIDERATIONS A.2 DESCRIPTION OF TABLES
773	TABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
774	TABLE A.2.2—continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
775	TABLE A.2.4 MULTIPLIERS TO BE USED WITH TABLES G2413.4(1) THROUGH G2413.4(8) WHERE THE SPECIFIC GRAVITY OF THE GAS IS OTHER THAN 0.60 A.3 USE OF CAPACITY TABLES
777	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 A.5 PIPE AND TUBE DIAMETERS
778	TABLE A.5.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES TABLE A.5.2 COPPER TUBE STANDARD SIZES A.6 USE OF SIZING CHARTS
779	FIGURE A.6(a) CAPACITY OF NATURAL GAS PIPING, LOW PRESSURE (0.60 WC) FIGURE A.6 (b) CAPACITY OF NATURAL GAS PIPING, HIGH PRESSURE (1.5 psi and above)
780	A.7 EXAMPLES OF PIPING SYSTEM DESIGN AND SIZING FIGURE A.7.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM FIGURE A.7.2 PIPING PLAN SHOWING A CSST SYSTEM
781	FIGURE A.7.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM
782	FIGURE A.7.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM
784	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
785	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
786	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
787	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
788	FIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE
789	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
791	TABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa
792	FIGURE B-19
794	APPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS FIGURE C-1 EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS
796	APPENDIX D RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION
798	APPENDIX E MANUFACTURED HOUSING USED AS DWELLINGS SECTION AE101 SCOPE SECTION AE102 APPLICATION TO EXISTING MANUFACTURED HOMES AND BUILDING SERVICE EQUIPMENT
799	SECTION AE201 DEFINITIONS SECTION AE301 PERMITS SECTION AE302 APPLICATION FOR PERMIT
800	SECTION AE303 PERMITS ISSUANCE SECTION AE304 FEES
801	SECTION AE305 INSPECTIONS
802	SECTION AE306 SPECIAL INSPECTIONS SECTION AE307 UTILITY SERVICE SECTION AE401 OCCUPANCY CLASSIFICATION SECTION AE402 LOCATION ON PROPERTY SECTION AE501 DESIGN
803	SECTION AE502 FOUNDATION SYSTEMS SECTION AE503 SKIRTING AND PERIMETER ENCLOSURES SECTION AE504 STRUCTURAL ADDITIONS SECTION AE505 BUILDING SERVICE EQUIPMENT
804	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 SECTION AE604 ANCHORAGE INSTALLATIONS
805	SECTION AE605 TIES, MATERIALS AND INSTALLATION SECTION AE606 REFERENCED STANDARDS
806	APPENDIX F RADON CONTROL METHODS SECTION AF101 SCOPE SECTION AF102 DEFINITIONS SECTION AF103 REQUIREMENTS
809	FIGURE AF101 EPA MAP OF RADON ZONES
810	TABLE AF101(1) HIGH RADON POTENTIAL (ZONE 1) COUNTIESa
811	TABLE AF101(1)—continued HIGH RADON POTENTIAL (ZONE 1) COUNTIESa
812	FIGURE AF102 RADON-RESISTANT CONSTRUCTION DETAILS FOR FOUR FOUNDATION TYPES
814	APPENDIX G SWIMMING POOLS, SPAS AND HOT TUBS SECTION AG101 GENERAL SECTION AG102 DEFINITIONS SECTION AG103 SWIMMING POOLS SECTION AG104 SPAS AND HOT TUBS SECTION AG105 BARRIER REQUIREMENTS
815	SECTION AG106 ENTRAPMENT PROTECTION FOR SWIMMING POOL AND SPA SUCTION OUTLETS
816	SECTION AG107 ABBREVIATIONS SECTION AG108 STANDARDS
818	APPENDIX H PATIO COVERS SECTION AH101 GENERAL SECTION AH102 DEFINITION SECTION AH103 PERMITTED USES SECTION AH104 DESIGN LOADS SECTION AH105 LIGHT AND VENTILATION/EMERGENCY EGRESS SECTION AH106 FOOTINGS SECTION AH107 SPECIAL PROVISIONS FOR ALUMINUM SCREEN ENCLOSURES IN HURRICANE-PRONE REGIONS
819	TABLE AH107.4(1) DESIGN WIND PRESSURES FOR ALUMINUM SCREEN ENCLOSURE FRAMING WITH AN IMPORTANCE FACTOR OF 0.77 TABLE AH107.4(2) HEIGHT ADJUSTMENT FACTORS
820	APPENDIX I PRIVATE SEWAGE DISPOSAL SECTION AI101 GENERAL
822	APPENDIX J EXISTING BUILDINGS AND STRUCTURES SECTION AJ101 PURPOSE AND INTENT SECTION AJ102 COMPLIANCE SECTION AJ103 PRELIMINARY MEETING SECTION AJ104 EVALUATION OF AN EXISTING BUILDING
823	SECTION AJ105 PERMIT SECTION AJ201 DEFINITIONS SECTION AJ301 REPAIRS
824	SECTION AJ401 RENOVATIONS SECTION AJ501 ALTERATIONS
825	SECTION AJ601 RECONSTRUCTION
826	APPENDIX K SOUND TRANSMISSION SECTION AK101 GENERAL SECTION AK102 AIR-BORNE SOUND SECTION AK103 STRUCTURAL-BORNE SOUND SECTION AK104 REFERENCED STANDARDS
828	APPENDIX L PERMIT FEES
830	APPENDIX M HOME DAY CARE—R-3 OCCUPANCY SECTION AM101 GENERAL SECTION AM102 DEFINITIONS SECTION AM103 MEANS OF EGRESS
831	SECTION AM104 SMOKE DETECTION
832	APPENDIX N VENTING METHODS FIGURE N1 TYPICAL SINGLE-BATH WET-VENT ARRANGEMENTS
833	FIGURE N2 TYPICAL DOUBLE-BATH WET-VENT ARRANGEMENTS
834	FIGURE N3 TYPICAL HORIZONTAL WET VENTING
835	FIGURE N4 TYPICAL METHODS OF WET VENTING
836	FIGURE N5 SINGLE STACK SYSTEM FOR A TWO-STORY DWELLING
837	FIGURE N6 WASTE STACK VENTING
838	FIGURE N7 CIRCUIT VENT WITH ADDITIONAL NONCIRCUIT VENTED BRANCH
840	APPENDIX O GRAY WATER RECYCLING SYSTEMS SECTION AO101 GENERAL SECTION AO102 SYSTEMS FOR FLUSHING WATER CLOSETS AND URINALS
841	FIGURE AO101.1(1) GRAY WATER RECYCLING SYSTEM FOR FLUSHING WATER CLOSETS AND URINALS FIGURE AO101.1(2) GRAY WATER RECYCLING SYSTEM FOR SUBSURFACE LANDSCAPE IRRIGATION
842	SECTION AO103 SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS EQUATON AO-1
843	TABLE AO103.8 LOCATION OF GRAY WATER SYSTEM TABLE AO103.9.1 DESIGN LOADING RATE
844	TABLE AO103.10 DISTRIBUTION PIPE
846	APPENDIX P SIZING OF WATER PIPING SYSTEM SECTION AP101 GENERAL SECTION AP102 INFORMATION REQUIRED SECTION AP103 SELECTION OF PIPE SIZE
850	TABLE AP.1 TABLE AP.2
851	FIGURE AP103.3(1) EXAMPLE-SIZING
852	TABLE AP103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS
853	TABLE AP103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa
854	TABLE AP103.3(3) TABLE FOR ESTIMATING DEMAND
855	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)
856	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)
857	FIGURE AP103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B 88 COPPER TUBING)
858	FIGURE AP103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B 88 COPPER TUBING)
859	FIGURE AP103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B 88 COPPER TUBING)
860	FIGURE AP103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa
861	FIGURE AP103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa
862	FIGURE AP103.3(7) FRICTION LOSS IN FAIRLY ROUGH PIPEa
863	SECTION AP201 SELECTION OF PIPE SIZE
864	TABLE AP201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.)
865	TABLE AP201.1—continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.)
866	APPENDIX Q ICC INTERNATIONAL RESIDENTIAL CODE ELECTRICAL PROVISIONS/NATIONAL ELECTRICAL CODE CROSS-REFERENCE
880	INDEX
892	EDITORIAL CHANGES
894	2009 I-CODES SIGNIFICANT CHANGES SERIES ECODES.BIZ ELECTRONIC CODES
895	ICC-ES INNOVATIVE BUILDING PRODUCTS
896	ICC-ES EVALUATION REPORTS
897	TOOLS THAT HELP YOU NAVIGATE THE NEW CODES