Name: OR OregonResidentialCode 2011 PDF - PDF Standards Store
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This is a fully integrated code based on the 2009 International Residential Code. Included is a custom 3-ring binder. This code does not cover Electrical or Plumbing provisions.

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PDF Pages	PDF Title
1	2011 OREGON RESIDENTIAL SPECIALTY CODE
2	COPYRIGHT
3	PREFACE
5	ORDINANCE
7	TABLE OF CONTENTS
13	PART 1—ADMINISTRATIVE CHAPTER 1 SCOPE AND ADMINISTRATION SECTION R101 GENERAL
14	SECTION R102 APPLICABILITY SECTION R103 DEPARTMENT OF BUILDING SAFETY SECTION R104 DUTIES AND POWERS OF THE BUILDING OFFICIAL
15	SECTION R105 PERMITS
18	SECTION R106 CONSTRUCTION DOCUMENTS
20	SECTION R107 TEMPORARY STRUCTURES AND USES SECTION R108 FEES SECTION R109 INSPECTIONS
21	SECTION R110 CERTIFICATE OF OCCUPANCY
22	SECTION R111 SERVICE UTILITIES SECTION R112 BOARD OF APPEALS
23	SECTION R113 VIOLATIONS SECTION R114 STOP WORK ORDER SECTION R115 PREFABRICATED CONSTRUCTION
24	SECTION R116 SWIMMING POOLS, SPAS AND HOT TUBS SECTION R117 INSPECTION CARD SECTION R118 MOVED BUILDINGS SECTION R119 HISTORIC BUILDINGS
25	PART II—DEFINITIONS CHAPTER 2 DEFINITIONS SECTION R201 GENERAL SECTION R202 DEFINITIONS
37	PART III—BUILDING PLANNING AND CONSTRUCTION CHAPTER 3 BUILDING PLANNING SECTION R301 DESIGN CRITERIA
38	TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIAl,m
39	TABLE R301.2(2) DESIGN WIND LOADS (pounds per square foot) FIGURE R301.2(1) ISOLINES OF THE 971/2 PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES ( F) (Not adopted by the State of Oregon)
40	FIGURE R301.2(2) OREGON SEISMIC DESIGN CATEGORIES—SITE CLASS D
41	FIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETE
42	FIGURE R301.2(4)a, b OREGON BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL
43	FIGURE R301.2(5) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb/ft2) (Not adopted by the State of Oregon)
44	FIGURE R301.2(5) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb/ft2) (Not adopted by the State of Oregon)
45	TABLE R301.2.1.3 EQUIVALENT BASIC WIND SPEEDSa TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION
46	TABLE R301.2.2.2.1 WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOADa
49	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 SECTION R302 FIRE-RESISTANT CONSTRUCTION
50	TABLE R302.1 EXTERIOR WALLS
55	TABLE R302.2.4.4 STRUCTURAL PROJECTIONS WITHIN 3 FEET OF ANY PROPERTY LINE
59	TABLE R302.6 DWELLING/GARAGE SEPARATIONa
60	SECTION R303 LIGHT, VENTILATION AND HEATING
62	SECTION R304 MINIMUM ROOM AREAS SECTION R305 CEILING HEIGHT SECTION R306 SANITATION SECTION R307 TOILET, BATH AND SHOWER SPACES
63	FIGURE R307.1 MINIMUM FIXTURE CLEARANCES SECTION R308 GLAZING
64	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
66	SECTION R309 GARAGES AND CARPORTS SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS
67	SECTION R311 MEANS OF EGRESS
69	SECTION R312 GUARDS
70	SECTION R313 NOT ADOPTED BY THE STATE OF OREGON SECTION R314 SMOKE ALARMS
71	SECTION R315 CARBON MONOXIDE ALARMS SECTION R316 PLASTIC
74	SECTION R317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY
75	SECTION R318 MOISTURE CONTROL SECTION R319 SITE ADDRESS
76	SECTION R320 ACCESSIBILITY SECTION R321 ELEVATORS AND PLATFORM LIFTS SECTION R322 FLOOD-RESISTANT CONSTRUCTION
79	SECTION R323 STORM SHELTERS SECTION R324 WILDFIRE HAZARD MITIGATION
80	FIGURE R302.2 (a) TWO 1-HOUR FIREWALLS PERPENDICULAR TO COMMON PROPERTY LINE
81	FIGURE R302.2 (b) TWO 1-HOUR FIREWALLS PARALLEL TO COMMON PROPERTY LINE
82	FIGURE R302.2 (c) “MODIFIED” 2-HOUR FIREWALL PERPENDICULAR TO COMMON PROPERTY LINE
83	FIGURE R302.2 (d) “MODIFIED” 2-HOUR FIREWALL PERPENDICULAR TO COMMON PROPERTY LINE
84	FIGURE R302.2.2.1 DECK CONSTRUCTION WITHIN THREE FEET OF COMMON PROPERTY LINE
85	FIGURE R302.2.2.2 COVERED PORCH AT COMMON PROPERTY LINE
86	FIGURE R302.2.2.3 EXTERIOR STAIRWAY
87	FIGURE R302.2.2 STRINGER PENETRATIONS OF FIREWALL AT COMON PROPERTY LINE
88	FIGURE R302.2.4.1 FIRE-RESISTANCE-RATED ROOF/CEILING CONSTRUCTION- “MUSHROOM” ATTIC ENCLOSURE FRAMING PARALLEL TO COMMON PROPERTY LINE
89	FIGURE R302.2.4.3(a) UNRATED CRICKET LESS THAN OR EQUAL TO 30 INCHES
90	FIGURE R302.2.4.3 (b) UNRATED CRICKET LESS THAN OR EQUAL TO 30 INCHES
91	FIGURE R302.2.4.3 (c) RATED CRICKET GREATER THAN 30 INCHES
92	FIGURE R302.2.5 STRUCTURAL DESIGN APPROACH
93	FIGURE R302.2.10 FOUNDATION AND FOOTING CONSTRUCTION
94	FIGURE R302.3.2.1 MEMBRANE PENETRATIONS FOR MODIFIED 2-HOUR WALLS
95	CHAPTER 4 FOUNDATIONS SECTION R401 GENERAL TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa SECTION R402 MATERIALS
96	TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SECTION R403 FOOTINGS
97	TABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS (inches)a
98	FIGURE R403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS
99	FIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION
100	FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION FIGURE R403.1.3.2 DOWELS FOR SLABS-ON-GROUND WITH TURNED-DOWN FOOTINGS
102	FIGURE R403.1.9.1 FOUNDATION CLEARANCE FROM SLOPES
104	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
105	FIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE
106	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)
107	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
108	TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLS
109	TABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 5 INCHES
110	TABLE R404.1.1(3) 10-INCH FOUNDATION WALLS WITH REINFORCING WHERE d > 6.75 INCHES
111	TABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 8.75 INCHES
112	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
113	TABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLS
114	TABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS
115	TABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS
116	TABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS
117	TABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLS
118	TABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10-INCH AND 12-INCH NOMINAL FLAT BASEMENT WALLS
119	TABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEEL
120	TABLE R404.1.2(9)—continued MINIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEEL
124	FIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS
125	TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure)
126	SECTION R405 FOUNDATION DRAINAGE SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING
127	TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM
128	SECTION R407 COLUMNS SECTION R408 UNDER-FLOOR SPACE
131	CHAPTER 5 FLOORS SECTION R501 GENERAL SECTION R502 WOOD FLOOR FRAMING
132	FIGURE R502.2 FLOOR CONSTRUCTION
134	TABLE R502.2.2.1 FASTENER SPACING FOR A DECK LEDGER AND A 2-INCH NOMINAL SOLID-SAWN BAND JOISTc, f, g (Deck live load = 40 psf, deck dead load = 10 psf) FIGURE R502.2.2.3 DECK ATTACHMENT FOR LATERAL LOADS
135	TABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Î” = 360)a
136	TABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Î”= 360)b
137	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 BALCONY
138	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)
139	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)
140	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)
141	TABLE 502.5(3) ALLOWABLE SPAN FOR GIRDERS SUPPORTING ONE FLOOR ONLYa
142	FIGURE R502.8 CUTTING, NOTCHING AND DRILLING
143	FIGURE R502.9 POST AND BEAM CONNECTIONS
144	SECTION R503 FLOOR SHEATHING TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING
145	TABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENTa, b, c
146	TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa SECTION R504 PRESSURE PRESERVATIVELY TREATED-WOOD FLOORS (ON GROUND) SECTION R505 STEEL FLOOR FRAMING
147	TABLE R505.2.4 SCREW SUBSTITUTION FACTOR
148	FIGURE R505.1.2 IN-LINE FRAMING FIGURE R505.2(1) C-SHAPED SECTION FIGURE R505.2(2) TRACK SECTION
149	TABLE R505.2(1) COLD-FORMED STEEL JOIST SIZES TABLE R505.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS FIGURE R505.2.5.1 FLOOR JOIST WEB HOLES
150	FIGURE R505.2.5.3 WEB HOLE PATCH
151	TABLE R505.3.1(1) FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTSa, b
152	FIGURE 505.3.1(1) FLOOR TO EXTERIOR LOAD-BEARING WALL STUD CONNECTION TABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa
153	FIGURE R505.3.1(2) FLOOR TO WOOD SILL CONNECTION FIGURE R505.3.1(3) FLOOR TO FOUNDATION CONNECTION
154	FIGURE R505.3.1(4) CANTILEVERED FLOOR TO FOUNDATION CONNECTION FIGURE R505.3.1(5) CANTILEVERED FLOOR TO WOOD SILL CONNECTION
155	FIGURE R505.3.1(6) CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION FIGURE R505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL
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 FIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID)
158	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)
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 R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS TABLE R505.3.4(1) CLIP ANGLE BEARING STIFFENERS (20 psf equivalent snow load)
161	SECTION R506 CONCRETE FLOORS (ON GROUND)
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 FIGURE R505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION: 6-FOOT FLOOR OPENING
165	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
166	FIGURE R505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—8-FOOT OPENING
167	CHAPTER 6 WALL CONSTRUCTION SECTION R601 GENERAL SECTION R602 WOOD WALL FRAMING
168	TABLE R602.10 WALL BRACING METHODSa
169	TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
170	TABLE R602.3(1)—continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
171	TABLE R602.3(2) ALTERNATE ATTACHMENTS
172	TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES TABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHINGa TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDSa
173	FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING
174	FIGURE R602.3(2) FRAMING DETAILS
175	TABLE R602.3.1 MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 110 mph OR LESS IN SEISMIC DESIGN CATEGORIES A, B, C, D1 and D2b, c
176	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, D1 and D2
177	FIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS
178	FIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS
179	FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING TABLE R602.7.2 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa
180	FIGURE R602.7.2 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION
182	TABLE R602.10.1.2(1) BRACING REQUIREMENTS BASED ON WIND SPEED (as a function of braced wall line spacing)
183	TABLE R602.10.1.2(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED (as a function of braced wall line spacing)
184	TABLE R602.10.1.2(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED (as a function of braced wall line spacing)
185	TABLE R602.10.1.2(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED (as a function of braced wall line spacing)
186	TABLE R602.10.1.2(2) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY (AS A FUNCTION OF BRACED WALL LINE LENGTH)
187	TABLE R602.10.1.2(2)—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 D1 AND D2 TABLE R602.10.1.5 ADJUSTMENTS OF BRACING LENGTH FOR BRACED WALL LINE SPACING 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 FIGURE R602.10.3.3 METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS
195	FIGURE R602.10.3.3(1) METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS ADJACENT TO WINDOW OPENING
196	FIGURE R602.10.3.4 METHOD PFG PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C
197	TABLE R602.10.4.1 CONTINUOUS SHEATHING METHODS
198	FIGURE R602.10.4.1.1 METHOD CS-PF: CONTINUOUS PORTAL FRAME PANEL CONSTRUCTION
199	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
200	TABLE R602.10.4.2 LENGTH REQUIREMENTS FOR BRACED WALL PANELS WITH CONTINUOUS SHEATHINGa (inches)
202	FIGURE R602.10.4.4(1) TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS SHEATHING
203	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
204	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
205	TABLE R602.10.5.2 MINIMUM LENGTH REQUIREMENTS FOR STRUCTURAL FIBERBOARD BRACED WALL PANELS IN A CONTINUOUSLY-SHEATHED WALLa
206	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
207	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 FIGURE R602.10.6.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES
208	FIGURE R602.10.7 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS
209	FIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION
210	FIGURE R602.12 HOLD DOWNS AT EXTERIOR AND INTERIOR BRACED WALL PANELS
211	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 D1 and D2
212	SECTION R603 STEEL WALL FRAMING FIGURE R603.1.2 IN-LINE FRAMING
213	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
214	FIGURE R603.2(1) C-SHAPED SECTION FIGURE R603.2(2) TRACK SECTION FIGURE R603.2.5.1 WEB HOLES
215	FIGURE R603.2.5.3 STUD WEB HOLE PATCH
216	TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa,b FIGURE R603.3.1(1) WALL TO FLOOR CONNECTION
217	FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION FIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION
218	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
220	SECTION R604 WOOD STRUCTURAL PANELS SECTION R605 PARTICLEBOARD SECTION R606 GENERAL MASONRY CONSTRUCTION
221	TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 ksi STEEL
222	TABLE R603.3.2(3) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL
223	TABLE R603.3.2(4) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL
224	TABLE R603.3.2(5) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL
225	TABLE R603.3.2(6) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL
226	TABLE R603.3.2(7) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL
227	TABLE R603.3.2(8) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL
228	TABLE R603.3.2(9) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL
229	TABLE R603.3.2(10) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL
230	TABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL
231	TABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL
232	TABLE R603.3.2(13) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL
233	TABLE R603.3.2(14) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL
234	TABLE R603.3.2(15) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL
235	TABLE R603.3.2(16) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL
236	TABLE R603.3.2(17) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL
237	TABLE R603.3.2(18) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL
238	TABLE R603.3.2(19) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL
239	TABLE R603.3.2(20) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL
240	TABLE R603.3.2(21) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL
241	TABLE R603.3.2(22) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL
242	TABLE R603.3.2(23) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL
243	TABLE R603.3.2(24) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL
244	TABLE R603.3.2(25) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL
245	TABLE R603.3.2(26) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL
246	TABLE R603.3.2(27) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL
247	TABLE R603.3.2(28) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL
248	TABLE R603.3.2(29) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL
249	TABLE R603.3.2(30) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL
250	TABLE R603.3.2(31) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL
251	FIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY FIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL
252	FIGURE R603.3.5 TRACK SPLICE FIGURE R603.4 CORNER FRAMING
253	TABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa,b,c 33 ksi STEEL
254	TABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa,b,c 50 ksi STEEL
255	TABLE R603.3.2.1(3) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa,b,c 33 ksi STEEL
256	TABLE R603.3.2.1(4) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa,b,c 50 ksi STEEL
257	FIGURE R603.6(1) BOX BEAM HEADER FIGURE 603.6(2) BACK-TO-BACK HEADER
258	FIGURE R603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL FIGURE R603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL
259	TABLE R603.6(1) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b
260	TABLE R603.6(2) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b
261	TABLE R603.6(3) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b
262	TABLE R603.6(4) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b
263	TABLE R603.6(5) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b
264	TABLE R603.6(6) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b
265	TABLE R603.6(7) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b
266	TABLE R603.6(8) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b
267	TABLE R603.6(9)B OX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a
268	TABLE R603.6(10) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b
269	TABLE R603.6(11) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a, b
270	TABLE R603.6(12) BOX-BEAM HEADER SPANSa,b,c Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a,b
271	TABLE R603.6(13) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a,b
272	TABLE R603.6(14) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a,b
273	TABLE R603.6(15) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b
274	TABLE R603.6(16) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b
275	TABLE R603.6(17) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b
276	TABLE R603.6(18) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b
277	TABLE R603.6(19) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b
278	TABLE R603.6(20) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b
279	TABLE R603.6(21) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a, b
280	TABLE R603.6(22) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b
281	TABLE R603.6(23) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a, b
282	TABLE R603.6(24) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b
283	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 REQUIREMENTS
284	TABLE R603.8 HEAD AND SILL TRACK SPAN Fy = 33 ksi FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN
285	FIGURE R603.9.2 CORNER STUD HOLD DOWN DETAIL TABLE R603.9.2(1) MINIMUM PERCENTAGE OF FULL HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLS
286	TABLE R603.9.2(2) FULL HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS
287	TABLE R606.5 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY TABLE R606.9 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS
289	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
290	FIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C
291	FIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D1, OR D2
292	TABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES
293	TABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDING ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1 TABLE R606.12.4.1 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 TABLE R606.12.4.2 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2
294	TABLE R606.15.1 MINIMUM CORROSION PROTECTION SECTION R607 UNIT MASONRY
295	TABLE R607.1 MORTAR PROPORTIONSa, b SECTION R608 MULTIPLE WYTHE MASONRY
296	SECTION R609 GROUTED MASONRY TABLE R609.1.1 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION
297	TABLE R609.1.2 GROUT SPACE DIMENSIONS AND POUR HEIGHTS
298	SECTION R610 GLASS UNIT MASONRY FIGURE R610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE
299	SECTION R611 EXTERIOR CONCRETE WALL CONSTRUCTION
300	TABLE R611.3 DIMENSIONAL REQUIREMENTS FOR WALLSa,b
301	FIGURE R611.3(1) FLAT WALL SYSTEM FIGURE R611.3(2) WAFFLE-GRID WALL SYSTEM FIGURE R611.3(3) SCREEN-GRID WALL SYSTEM
302	TABLE R611.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS
303	FIGURE R611.5.4(1) LAP SPLICES
304	FIGURE R611.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION FIGURE R611.5.4(3) STANDARD HOOKS
305	TABLE R611.5.4(2) MAXIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEELa, b, c
306	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
307	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
308	TABLE R611.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS
309	TABLE R611.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLS
310	TABLE R611.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLS
311	TABLE R611.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS
312	EQUATION R611-1 EQUATION R611-2
314	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
315	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
316	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
317	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
318	TABLE R611.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE
319	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
320	FIGURE R611.7(1) MINIMUM SOLID WALL LENGTH
321	FIGURE R611.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL
322	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
323	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 R611.8(1) REINFORCEMENT OF OPENINGS
326	FIGURE R611.8(2) LINTEL FOR FLAT WALLS FIGURE R611.8(3) LINTELS FOR WAFFLE-GRID WALLS
327	FIGURE R611.8(4) LINTELS FOR SCREEN-GRID WALLS
329	TABLE R611.8(1) LINTEL DESIGN LOADING CONDITIONS
330	TABLE R611.8(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
331	TABLE R611.8(2)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
332	TABLE R611.8(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
333	TABLE R611.8(3)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
334	TABLE R611.8(4) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
335	TABLE R611.8(4)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
336	TABLE R611.8(5) MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
337	TABLE R611.8(5)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
338	TABLE R611.8(6) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLS MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET
339	TABLE R611.8(6)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLS MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET
340	TABLE R611.8(7) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLS MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET
341	TABLE R611.8(7)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLS MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET
342	TABLE R611.8(8) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH THICK SCREEN-GRID LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
343	TABLE R611.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS
344	TABLE R611.8(9)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS 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
346	FIGURE R611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
347	TABLE R611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
348	FIGURE R611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL FRAMING PARALLEL
349	TABLE R611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
350	FIGURE R611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR
351	TABLE R611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
352	FIGURE R611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PARALLEL
353	TABLE R611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
354	FIGURE R611.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
355	TABLE R611.9(5) COLD-FORMED STEEL FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
356	FIGURE R611.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
357	TABLE R611.9(6) COLD-FORMED STEEL FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
358	FIGURE R611.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR
359	TABLE R611.9(7) COLD-FORMED STEEL FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
360	FIGURE R611.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
361	TABLE R611.9(8) COLD-FORMED STEEL FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
362	FIGURE R611.9(9) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
363	TABLE R611.9(9) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
364	FIGURE R611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL FRAMING PARALLEL
365	TABLE R611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
366	FIGURE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
367	TABLE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
368	FIGURE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
369	TABLE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
370	SECTION R612 EXTERIOR WINDOWS AND DOORS FIGURE R612.8(1) THROUGH THE FRAME
371	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
372	FIGURE R612.8(6) THROUGH THE FLANGE FIGURE R612.8(7) FRAME CLIP FIGURE R612.8(8) THROUGH THE FLANGE
373	SECTION R613 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION TABLE R613.3.1 MINIMUM PROPERTIES FOR POLYURETHANE INSULATION USED AS SIPS CORE
374	TABLE R613.3.2 MINIMUM PROPERTIESa FOR WOOD STRUCTURAL PANEL FACING MATERIAL USED IN SIP WALLS FIGURE R613.4 SIP WALL PANEL
375	TABLE R613.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP LIGHT-FRAME ROOF ONLY (inches)
376	TABLE R613.5(2) MINIMUM THICKNESS FOR SIP WALLS SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF (inches)
377	FIGURE R613.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS FIGURE R613.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
378	FIGURE R613.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION FIGURE R613.5(4) SIP WALL TO WALL PLATFORM FRAME CONNECTION
379	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
380	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
381	FIGURE R613.9 SIP CORNER FRAMING DETAIL TABLE R613.10 MAXIMUM SPANS FOR 117/8 INCH DEEP SIP HEADERS (feet)
383	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
384	TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD
386	TABLE R702.3.7 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES SECTION R703 EXTERIOR COVERING
388	TABLE R703.4 WEATHER–RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS
389	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)
391	FIGURE R703.7 MASONRY VENEER WALL DETAILS
392	FIGURE R703.7—continued MASONRY VENEER WALL DETAILS
393	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 D1 AND D2
394	FIGURE R703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES
395	FIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS
396	TABLE R703.7.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER FIGURE R703.7.3.2 MASONRY VENEER OPENING
397	FIGURE R703.8(1) KICK-OUT FLASHING
399	CHAPTER 8 ROOF-CEILING CONSTRUCTION SECTION R801 GENERAL SECTION R802 WOOD ROOF FRAMING
402	TABLE R802.11 REQUIRED STRENGTH OF TRUSS OR RAFTER TIE-DOWN CONNECTION TO RESIST WIND UPLIFT FORCES
403	TABLE R802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Î” = 240)
404	TABLE R802.4(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
405	TABLE R802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES( Uninhabitable attics with limited storage, live load = 20 psf, L/Î” = 240)
406	TABLE R802.4(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)
407	TABLE R802.5.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L/Î” = 180)
408	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)
409	TABLE R802.5.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L/Î” = 240)
410	TABLE R802.5.1(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L/Δ = 240)
411	TABLE R802.5.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L/Î” = 180)
412	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)
413	TABLE R802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L/Î” = 180)
414	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)
415	TABLE R802.5.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L/Î” = 240)
416	TABLE R802.5.1(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L/Δ = 240)
417	TABLE R802.5.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L/Î” = 240)
418	TABLE R802.5.1(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L/Δ = 240)
419	TABLE R802.5.1(7) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L/Î” = 180)
420	TABLE R802.5.1(7)—continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L/Δ = 180)
421	TABLE R802.5.1(8) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L/Î” = 240)
422	TABLE R802.5.1(8)—continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOADa (Ceiling attached to rafters, L/Δ = 240)
423	TABLE R802.5.1(9) RAFTER/CEILING JOIST HEEL JOINT CONNECTIONS
424	FIGURE R802.5.1 BRACED RAFTER CONSTRUCTION TABLE R802.11 REQUIRED STRENGTH OF TRUSS OR RAFTER CONNECTIONS TO RESIST WIND UPLIFT FORCES (Pounds per connection)
425	SECTION R803 ROOF SHEATHING TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING SECTION R804 STEEL ROOF FRAMING
426	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
427	FIGURE R804.2(1) C-SHAPED SECTION FIGURE R804.2(2) TRACK SECTION TABLE R804.2.4 SCREW SUBSTITUTION FACTOR
428	FIGURE R804.2.5.1 WEB HOLES FIGURE R804.2.5.3 WEB HOLE PATCH
429	FIGURE R804.3 STEEL ROOF CONSTRUCTION TABLE R804.3 ROOF FRAMING FASTENING SCHEDULE
432	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
433	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
434	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
435	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
436	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
437	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
438	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
439	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
440	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
441	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
442	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
443	TABLE R804.3.2.1(1) ROOF RAFTER SPANSa, b, c 33 ksi STEEL
444	TABLE R804.3.2.1(2) ROOF RAFTER SPANSa, b, c 50 ksi STEEL
445	TABLE R804.3.2.1(3) BASIC WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION FIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS
446	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 TABLE R804.3.3.2 HIP MEMBER SIZES, 33 ksi STEEL
447	TABLE R804.3.3.3 HIP SUPPORT COLUMN SIZES
448	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
449	TABLE R804.3.3.4(2) CONNECTION REQUIREMENTS HIP MEMBER TO HIP SUPPORT COLUMN FIGURE R804.3.3.4(2) HIP SUPPORT COLUMN
450	TABLE R804.3.3.4(3) UPLIFT STRAP CONNECTION REQUIREMENTS HIP MEMBER TO WALL FIGURE R804.3.3.4(3) HIP CONNECTIONS AT RIDGE
451	FIGURE R804.3.3.4(4) HIP CONNECTIONS AT RIDGE AND BOX COLUMN
452	FIGURE R804.3.3.4(5) HIP MEMBER CONNECTION AT WALL CORNER FIGURE R804.3.6(1) ROOF OR CEILING OPENING
453	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
454	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
455	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
456	FIGURE R804.3.8(3) ROOF BLOCKING DETAIL SECTION R805 CEILING FINISHES SECTION R806 ROOF VENTILATION
457	SECTION R807 ATTIC ACCESS
459	CHAPTER 9 ROOF ASSEMBLIES SECTION R901 GENERAL SECTION R902 ROOF CLASSIFICATION SECTION R903 WEATHER PROTECTION SECTION R904 MATERIALS
460	FIGURE R903.5 HAIL EXPOSURE MAP
461	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
462	TABLE R905.2.8.2 VALLEY LINING MATERIAL
463	TABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT
465	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
466	TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
467	TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS
468	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
469	SECTION R906 ROOF INSULATION TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION R907 REROOFING
471	CHAPTER 10 CHIMNEYS AND FIREPLACES SECTION R1001 MASONRY FIREPLACES
472	TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS
473	FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS
474	SECTION R1002 MASONRY HEATERS
475	FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES SECTION R1003 MASONRY CHIMNEYS
477	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
478	FIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS
479	FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES FIGURE R1003.20 CHIMNEY CRICKET
480	TABLE R1003.20 CRICKET DIMENSIONS SECTION R1004 FACTORY-BUILT FIREPLACES SECTION R1005 FACTORY-BUILT CHIMNEYS
481	SECTION R1006 EXTERIOR AIR SUPPLY
483	PART IV—ENERGY CHAPTER 11 ENERGY EFFICIENCY PART I ENERGY CONSERVATION SECTION N1101 SCOPE TABLE N1101.2 EXISTING BUILDING COMPONENT REQUIREMENTS
484	TABLE N1101.1(1) PRESCRIPTIVE ENVELOPE REQUIREMENTSa
485	TABLE N1101.1(2) ADDITIONAL MEASURES
486	TABLE 1101.1(3) VENTILATION AIR REQUIREMENTS, cfm TABLE N1101.3 SMALL ADDITION ADDITIONAL MEASURES (Select one) SECTION N1102 DEFINITIONS
488	TABLE N1104.1(1) RESIDENTIAL THERMAL PERFORMANCE CALCULATIONS
489	TABLE N1104.1(2) APPROVED DEFAULT U-FACTORS
490	SECTION N1103 ALTERNATIVE SYSTEMS SECTION N1104 EXTERIOR ENVELOPE REQUIREMENTS
493	SECTION N1105 HEATING, VENTILATING AND AIR-CONDITIONING SYSTEMS
494	TABLE N1105.5.5 ELECTRICALLY OPERATED PACKAGED TERMINAL AIR CONDITIONERS (PTAC) AND PACKAGED TERMINAL HEAT PUMPS (PTHP) – MINIMUM EFFICIENCY REQUIREMENTS SECTION N1106 PIPING INSULATION SECTION N1107 LIGHTING
495	TABLE N1106.1 MINIMUM PIPE INSULATION (INCHES)a, b PART II ALTERNATIVE SYSTEMS ANALYSIS SECTION NA1108 ALTERNATIVE SYSTEMS ANALYSIS EQUATION NA1108.2.1(1) EQUATION NA1108.2.1(2) EQUATION NA1108.2.1(3) EQUATION NA1108.2.1(4)
496	TABLE NA1108.2 BASIS FOR COMPARISON TABLE NA1108.2.2 THERMOSTAT SETTINGS (°F)
497	PART III FENESTRATION STANDARD SECTION NF1109 SCOPE SECTION NF1110 ALTERATIONS SECTION NF1111 DEFINITIONS SECTION NF1112 INSULATED GLASS CERTIFICATION SECTION NF1113 WINDOW THERMAL PERFORMANCE DESIGNATION FOR NEW BUILDINGS AND ADDITIONS
498	SECTION NF1114 THERMAL PERFORMANCE LABELING
499	TABLE NF1113.3(1) APPROVED WINDOW DEFAULT U-VALUESa, b
500	TABLE NF1113.3(1) — NOTES (continued) TABLE NF1113.3(2) APPROVED GLAZED DOOR DEFAULT U-VALUESa
501	TABLE NF1113.3(2) — NOTES (continued) SECTION NF1115 AIR LEAKAGE REQUIREMENTS
503	PART V—MECHANICAL CHAPTER 12 MECHANICAL ADMINISTRATION SECTION M1201 GENERAL [EB] SECTION M1202 EXISTING MECHANICAL SYSTEMS
505	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
506	SECTION M1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION
507	TABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION
508	FIGURE M1306.1 REDUCED CLEARANCE DIAGRAM FIGURE M1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
509	SECTION M1307 APPLIANCE INSTALLATION
510	SECTION M1308 MECHANICAL SYSTEMS INSTALLATION SECTION M1309 PIPING SUPPORT TABLE M1309.4 PIPING SUPPORTS
511	FIGURE M1307.1 ILLUSTRATIONS OF NORMAL VEHICLE PATH AND RECOMMENDED TYPES OF PROTECTION
513	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
514	SECTION M1407 DUCT HEATERS SECTION M1408 VENTED FLOOR FURNACES SECTION M1409 VENTED WALL FURNACES
515	SECTION M1410 VENTED ROOM HEATERS SECTION M1411 HEATING AND COOLING EQUIPMENT
516	SECTION M1412 ABSORPTION COOLING EQUIPMENT SECTION M1413 EVAPORATIVE COOLING EQUIPMENT SECTION 1414 FIREPLACE STOVES SECTION M1415 MASONRY HEATERS
517	CHAPTER 15 EXHAUST SYSTEMS SECTION M1501 GENERAL SECTION M1502 CLOTHES DRYER EXHAUST TABLE M1502.4.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH
518	SECTION M1503 RANGE HOODS SECTION M1504 INSTALLATION OF MICROWAVE OVENS SECTION M1505 OVERHEAD EXHAUST HOODS SECTION M1506 EXHAUST DUCTS
519	SECTION M1507 MECHANICAL VENTILATION TABLE M1507.3 EXHAUST RATES FOR RESIDENTIAL DWELLINGS TABLE M1507.4 PERSCRIPTIVE EXHAUST DUCT SIZING
521	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
523	SECTION M1602 RETURN AIR
524	SECTION M1603 SUPPLY AIR SECTION M1604 SMOKE AND FIRE DAMPER
525	CHAPTER 17 COMBUSTION AIR SECTION M1701 GENERAL
527	CHAPTER 18 CHIMNEYS AND VENTS SECTION M1801 GENERAL SECTION M1802 VENT COMPONENTS
528	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
529	SECTION M1804 VENTS TABLE M1804.1 VENT SELECTION CHART
530	SECTION M1805 MASONRY AND FACTORY-BUILT CHIMNEYS
531	CHAPTER 19 SPECIAL FUEL-BURNING EQUIPMENT SECTION M1901 RANGES AND OVENS SECTION M1902 SAUNA HEATERS SECTION M1903 ENGINE AND GAS TURBINE-POWERED EQUIPMENT SECTION M1904 SMALL CERAMIC KILNS
532	SECTION M1905 STATIONARY FUEL CELL POWER PLANTS SECTION M1906 GASEOUS HYDROGEN SYSTEMS
533	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
534	TABLE M2003.2 EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS SECTION M2005 WATER HEATERS SECTION M2006 POOL HEATERS
535	CHAPTER 21 HYDRONIC PIPING SECTION M2101 HYDRONIC PIPING SYSTEMS INSTALLATION SECTION M2102 BASEBOARD CONVECTORS SECTION M2103 FLOOR HEATING SYSTEMS
536	TABLE M2101.1 HYDRONIC PIPING MATERIALS
537	TABLE M2101.9 HANGER SPACING INTERVALS SECTION M2104 LOW TEMPERATURE PIPING
538	SECTION M2105 GROUND SOURCE HEAT PUMP SYSTEM LOOP PIPING
539	CHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS SECTION M2201 OIL TANKS SECTION M2202 OIL PIPING, FITTING AND CONNECTIONS SECTION M2203 INSTALLATION
540	SECTION M2204 OIL PUMPS AND VALVES
541	CHAPTER 23 SOLAR SYSTEMS SECTION M2301 SOLAR ENERGY SYSTEMS
543	PART VI—FUEL GAS CHAPTER 24 FUEL GAS SECTION G2401 (101) GENERAL SECTION G2402 AUTHORITY TO RENDER GAS SERVICE SECTION G2403 GENERAL
548	SECTION G2404 GENERAL
549	SECTION G2405 STRUCTURAL SAFETY SECTION G2406 APPLIANCE LOCATION SECTION G2407 COMBUSTION, VENTILATION AND DILUTION AIR
550	EQUATION 24-1 EQUATION 24-2
551	FIGURE G2407.5.3 ALL AIR FROM INSIDE THE BUILDING (see Section G2407.5.3) FIGURE G2407.6.1(1) ALL AIR FROM OUTDOOR-INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC (see Section G2407.6.1) FIGURE G2407.6.2 SINGLE COMBUSTION AIR OPENING, ALL AIR FROM OUTDOORS (see Section G2407.6.2)
552	FIGURE G2407.6.1(2) ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC (see Section G2407.6.1) FIGURE G2407.6.1(3) ALL AIR FROM OUTDOORS (see Section G2407.6.1)
554	SECTION G2408 INSTALLATION SECTION G2409 CLEARANCE REDUCTION
555	FIGURE G2409.2(1) EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS FIGURE G2409.2(2) WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
556	FIGURE G2409.2(3) MASONRY CLEARANCE REDUCTION SYSTEM SECTION G2410 ELECTRICAL SECTION G2411 ELECTRICAL BONDING SECTION G2412 (401) GENERAL
557	TABLE G2409.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION
558	SECTION G2413 PIPE SIZING TABLE G2413.2 APPROXIMATE GAS INPUT FOR TYPICAL APPLIANCES
559	EQUATION 24-3 EQUATION 24-4 TABLE G2413.4 Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS
560	TABLE G2413.4(1) SCHEDULE 40 METALLIC PIPE
561	TABLE G2413.4(2) SCHEDULE 40 METALLIC PIPE
562	TABLE G2413.4(3) SEMIRIGID COPPER TUBING
563	TABLE G2413.4(4) SEMIRIGID COPPER TUBING
564	TABLE G2413.4(5) CORRUGATED STAINLESS STEEL TUBING (CSST)
565	TABLE G2413.4(6) CORRUGATED STAINLESS STEEL TUBING (CSST)
566	TABLE G2413.4(7) POLYETHYLENE PLASTIC PIPE
567	TABLE G2413.4(8) POLYETHYLENE PLASTIC PIPE
568	TABLE G2413.4(9) SCHEDULE 40 METALLIC PIPE
569	TABLE G2413.4(10) SCHEDULE 40 METALLIC PIPE
570	TABLE G2413.4(11) SCHEDULE 40 METALLIC PIPE
571	TABLE G2413.4(12) SCHEDULE 40 METALLIC PIPE
572	TABLE G2413.4(13) SEMIRIGID COPPER TUBING
573	TABLE G2413.4(14) SEMIRIGID COPPER TUBING
574	TABLE G2413.4(15) SEMIRIGID COPPER TUBING
575	TABLE G2413.4(16) CORRUGATED STAINLESS STEEL TUBING (CSST)
576	TABLE G2413.4(17) CORRUGATED STAINLESS STEEL TUBING (CSST)
577	TABLE G2413.4(18) CORRUGATED STAINLESS STEEL TUBING (CSST)
578	TABLE G2413.4(19) POLYETHYLENE PLASTIC PIPE
579	TABLE G2413.4(20) POLYETHYLENE PLASTIC PIPE
580	TABLE G2413.4(21) POLYETHYLENE PLASTIC TUBING SECTION G2414 PIPING MATERIALS
581	TABLE G2414.9.2 SPECIFICATIONS FOR THREADING METALLIC PIPE
582	SECTION G2415 PIPING SYSTEM INSTALLATION
584	SECTION G2416 PIPING BENDS AND CHANGES IN DIRECTION SECTION G2417 INSPECTION, TESTING AND PURGING
585	SECTION G2418 PIPING SUPPORT SECTION G2419 DRIPS AND SLOPED PIPING SECTION G2420 GAS SHUTOFF VALVES
586	TABLE G2420.1.1 MANUAL GAS VALVE STANDARDS SECTION G2421 FLOW CONTROLS
587	SECTION G2422 APPLIANCE CONNECTIONS SECTION G2423 CNG GAS-DISPENSING SYSTEMS SECTION G2424 PIPING SUPPORT INTERVALS TABLE G2424.1 SUPPORT OF PIPING
588	SECTION G2425 GENERAL
589	SECTION G2426 (502) VENTS SECTION G2427 VENTING OF APPLIANCES
590	TABLE G2427.4 TYPE OF VENTING SYSTEM TO BE USED
592	FIGURE G2427.5.3 TYPICAL TERMINATION LOCATIONS FOR CHIMNEYS AND SINGLE-WALL METAL PIPES SERVING RESIDENTIAL-TYPE AND LOW-HEAT APPLIANCES
594	FIGURE G2427.6.3 GAS VENT TERMINATION LOCATIONS FOR LISTED CAPS 12 INCHES OR LESS IN SIZE AT LEAST 8 FEET FROM A VERTICAL WALL
596	TABLE G2427.10.2.4 MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES
597	TABLE G2427.10.5a CLEARANCES FOR CONNECTORS
599	SECTION G2428 SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS
600	TABLE G2428.2(1) TYPE B DOUBLE-WALL GAS VENT
601	TABLE G2428.2(1)—continued TYPE B DOUBLE-WALL GAS VENT
602	TABLE G2428.2(2) TYPE B DOUBLE-WALL GAS VENT
603	TABLE G2428.2(2)—continued TYPE B DOUBLE-WALL GAS VENT
604	TABLE G2428.3.2 MAXIMUM VENT CONNECTOR LENGTH
605	TABLE G2428.3(1) TYPE B DOUBLE-WALL VENT
606	TABLE G2428.3(2) TYPE B DOUBLE-WALL VENT
607	TABLE G2428.3(3) MASONRY CHIMNEY
608	TABLE G2428.3(4) MASONRY CHIMNEY
610	SECTION G2429 DIRECT-VENT, INTEGRAL VENT, MECHANICAL VENT AND VENTILATION/EXHAUST HOOD VENTING SECTION G2430 FACTORY-BUILT CHIMNEYS SECTION G2431 GENERAL SECTION G2432 DECORATIVE APPLIANCES FOR INSTALLATION IN FIREPLACES
611	SECTION G2433 LOG LIGHTERS SECTION G2434 VENTED GAS FIREPLACES (DECORATIVE APPLIANCES) SECTION G2435 VENTED GAS FIREPLACE HEATERS SECTION G2436 VENTED WALL FURNACES SECTION G2437 FLOOR FURNACES
612	SECTION G2438 CLOTHES DRYERS SECTION G2439 ENGINE AND GAS TURBINE-POWERED EQUIPMENT SECTION G2440 SAUNA HEATERS SECTION G2441 POOL AND SPA HEATERS SECTION G2442 FORCED-AIR WARM-AIR FURNACES
613	SECTION G2443 CONVERSION BURNERS SECTION G2444 UNIT HEATERS SECTION G2445 UNVENTED ROOM HEATERS
614	SECTION G2446 VENTED ROOM HEATERS SECTION G2447 COOKING APPLIANCES SECTION G2448 WATER HEATERS SECTION G2449 AIR CONDITIONING APPLIANCES
615	SECTION G2450 ILLUMINATING APPLIANCES SECTION G2451 INFRARED RADIANT HEATERS SECTION G2452 CHIMNEY DAMPER OPENING TABLE G2452.1 FREE OPENING AREA OF CHIMNEY DAMPER FOR VENTING FLUE GASES FROM UNLISTED DECORATIVE APPLIANCES FOR INSTALLATION IN VENTED FIREPLACES
617	PART VII—PLUMBING CHAPTERS 25-33 RESIDENTIAL PLUMBING
619	PART VIII—ELECTRICAL CHAPTERS 34-42 RESIDENTIAL ELECTRICAL CHAPTERS
621	CHAPTER 43 DELETED
623	PART IX—REFERENCED STANDARDS CHAPTER 44 REFERENCED STANDARDS AAMA ACI ACCA
624	AFPA AISI AITC ANSI
625	APA APSP
626	ASCE/SEI ASHRAE ASME
627	ASTM
632	AWPA CGSB CPA CPSC
633	CSA CSSB DASMA DOC DOTn
634	FEMA FM GA HPVA ISO MSS
635	NAIMA NCMA NFPA PCA SMACNA
636	TMS TPI UL
637	ULC WDMA WWPA
639	APPENDIX A SIZING AND CAPACITIES OF GAS PIPING (Not Adopted by the State of Oregon) A.1 GENERAL PIPING CONSIDERATIONS A.2 DESCRIPTION OF TABLES
640	TABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
641	TABLE A.2.2—continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
642	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
644	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
645	TABLE A.5.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES TABLE A.5.2 COPPER TUBE STANDARD SIZES A.6 USE OF SIZING CHARTS
646	FIGURE A.6(a) CAPACITY OF NATURAL GAS PIPING, LOW PRESSURE (0.60 WC) FIGURE A.6 (b)C APACITY OF NATURAL GAS PIPING, HIGH PRESSURE (1.5 psi and above)
647	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
648	FIGURE A.7.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM
649	FIGURE A.7.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM
651	APPENDIX B SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES, AND APPLIANCES LISTED FOR USE WITH TYPE B VENTS (Not Adopted by the State of Oregon) 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
652	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
653	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
654	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
655	FIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE
656	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
658	TABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa
659	FIGURE B-19
661	APPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS (Not Adopted by the State of Oregon) FIGURE C-1 EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS
663	APPENDIX D RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION (Not Adopted by the State of Oregon)
665	APPENDIX E MANUFACTURED HOUSING USED AS DWELLINGS SECTION AE101 ANCHORAGE INSTALLATIONS SECTION AE102 TIES, MATERIALS AND INSTALLATION
667	APPENDIX F RADON CONTROL METHODS SECTION AF101 SCOPE SECTION AF102 DEFINITIONS SECTION AF103 REQUIREMENTS
671	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
672	SECTION AG106 ENTRAPMENT PROTECTION FOR SWIMMING POOL AND SPA SUCTION OUTLETS SECTION AG107 ABBREVIATIONS SECTION AG108 STANDARDS
673	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
675	APPENDIX I PRIVATE SEWAGE DISPOSAL (Not Adopted by the State of Oregon) SECTION AI101 GENERAL
677	APPENDIX J EXISTING BUILDINGS AND STRUCTURES (Not Adopted by the State of Oregon) SECTION AJ101 PURPOSE AND INTENT SECTION AJ102 COMPLIANCE SECTION AJ103 PRELIMINARY MEETING
678	SECTION AJ104 EVALUATION OF AN EXISTING BUILDING SECTION AJ105 PERMIT SECTION AJ201 DEFINITIONS SECTION AJ301 REPAIRS
679	SECTION AJ401 RENOVATIONS SECTION AJ501 ALTERATIONS
680	SECTION AJ601RE CONSTRUCTION
681	APPENDIX K SOUND TRANSMISSION SECTION AK101 GENERAL SECTION AK102 AIRBORNE SOUND SECTION AK103 STRUCTURAL-BORNE SOUND SECTION AK104 REFERENCED STANDARDS
683	APPENDIX L PERMIT FEES (Not Adopted by the State of Oregon)
685	APPENDIX M HOME DAY CARE—R-3 OCCUPANCY (Not Adopted by the State of Oregon) SECTION AM101 GENERAL SECTION AM102 DEFINITIONS SECTION AM103 MEANS OF EGRESS
686	SECTION AM104 SMOKE DETECTION
687	APPENDIX N VENTING METHODS (Not Adopted by the State of Oregon) FIGURE N1 TYPICAL SINGLE-BATH WET-VENT ARRANGEMENTS
688	FIGURE N2 TYPICAL DOUBLE-BATH WET-VENT ARRANGEMENTS
689	FIGURE N3 TYPICAL HORIZONTAL WET VENTING
690	FIGURE N4 TYPICAL METHODS OF WET VENTING
691	FIGURE N5 SINGLE STACK SYSTEM FOR A TWO-STORY DWELLING
692	FIGURE N6 WASTE STACK VENTING
693	FIGURE N7 CIRCUIT VENT WITH ADDITIONAL NONCIRCUIT VENTED BRANCH
695	APPENDIX O GRAY WATER RECYCLING SYSTEMS (Not Adopted by the State of Oregon) SECTION AO101 GENERAL SECTION AO102 SYSTEMS FOR FLUSHING WATER CLOSETS AND URINALS
696	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
697	SECTION AO103 SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS EQUATION AO-1
698	TABLE AO103.8 LOCATION OF GRAY WATER SYSTEM TABLE AO103.9.1 DESIGN LOADING RATE
699	TABLE AO103.10 DISTRIBUTION PIPE
701	APPENDIX P SIZING OF WATER PIPING SYSTEM (Not Adopted by the State of Oregon) SECTION AP101 GENERAL SECTION AP102 INFORMATION REQUIRED SECTION AP103 SELECTION OF PIPE SIZE
705	TABLE AP.1 TABLE AP.2
706	FIGURE AP103.3(1) EXAMPLE-SIZING
707	TABLE AP103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS
708	TABLE AP103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa
709	TABLE AP103.3(3) TABLE FOR ESTIMATING DEMAND
710	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)
711	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)
712	FIGURE AP103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B 88 COPPER TUBING)
713	FIGURE AP103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B 88 COPPER TUBING)
714	FIGURE AP103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B 88 COPPER TUBING)
715	FIGURE AP103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa
716	FIGURE AP103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa
717	FIGURE AP103.3(7) FRICTION LOSS IN FAIRLY ROUGH PIPEa
718	SECTION AP201 SELECTION OF PIPE SIZE
719	TABLE AP201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.)
720	TABLE AP201.1—continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.)
721	APPENDIX Q ICC INTERNATIONAL RESIDENTIAL CODE ELECTRICAL PROVISIONS/NATIONAL ELECTRICAL CODE CROSS-REFERENCE (Not Adopted by the State of Oregon)
735	APPENDIX R STRAW-BALE STRUCTURES SECTION AR101 PURPOSE SECTION AR102 SCOPE SECTION AR103 DEFINITIONS SECTION AR104 MATERIAL SPECIFICATIONS SECTION AR105 FOUNDATION REQUIREMENTS
736	SECTION AR106 WALL CONSTRUCTION SECTION AR107 LOAD BEARING WALLS
737	SECTION AR108 NONLOAD BEARING WALLS
738	SECTION AR109 WALL FINISHES SECTION AR110 ROOF TO WALL CONNECTION SECTION AR111 ELECTRICAL, PLUMBING AND MECHANICAL
739	APPENDIX T DWELLING UNIT FIRE SPRINKLER SYSTEMS TABLE AT2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED
741	EQUATION AT29-1
742	TABLE AT2904.6.2(1) WATER SERVICE PRESSURE LOSS (PLsvc)a,b
743	TABLE AT2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS (PLm)a TABLE AT2904.6.2(3) ELEVATION LOSS (PLe)
744	TABLE AT2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3/4-INCH TYPE M COPPER WATER TUBING
745	TABLE AT2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING
746	TABLE AT2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3/4-INCH CPVC PIPE
747	TABLE AT2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE
748	TABLE AT2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3/4-INCH PEX TUBING
749	TABLE AT2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX TUBING
751	INDEX

Published By	Publication Date	Number of Pages
OR	2011	760


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Standard Title	Oregon Residential Specialty Code
Published Code	OR
Publication Date	2011
Pages Count	760