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OR OregonResidentialCode 2014

OR OregonResidentialCode 2014

$48.21

Oregon Residential Specialty Code

Published By Publication Date Number of Pages
OR 2014 768
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This is a fully integrated code based on the 2009 International Residential Code. This code does not cover Electrical or Plumbing provisions. Effective date October 1, 2014.

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PDF Pages PDF Title
1 2014 OREGON RESIDENTIAL SPECIALTY CODE BASED ON THE 2009 INTERNATIONAL RESIDENTIAL CODE®
2 COPYRIGHT
3 PREFACE
5 ORDINANCE
7 TABLE OF CONTENTS
13 PART I – ADMINISTRATIVE
CHAPTER 1 SCOPE AND ADMINISTRATION
SECTION R101 GENERAL
14 SECTION R102 APPLICABILITY
15 SECTION R103 DEPARTMENT OF BUILDING SAFETY
SECTION R104 DUTIES AND POWERS OF THE BUILDING OFFICIAL
17 SECTION R105 PERMITS
20 SECTION R106 CONSTRUCTION DOCUMENTS
21 SECTION R107 TEMPORARY STRUCTURES AND USES
SECTION R108 FEES
23 SECTION R109 INSPECTIONS
24 SECTION R110 CERTIFICATE OF OCCUPANCY
25 SECTION R111 SERVICE UTILITIES
SECTION R112 BOARD OF APPEALS
26 SECTION R113 VIOLATIONS
SECTION R114 STOP WORK ORDER
SECTION R115 PREFABRICATED CONSTRUCTION
SECTION R116 SWIMMING POOLS, SPAS AND HOT TUBS
27 SECTION R117 INSPECTION CARD
SECTION R118 MOVED BUILDINGS
SECTION R119 HISTORIC BUILDINGS
29 PART II – DEFINITIONS
CHAPTER 2 DEFINITIONS
SECTION R201 GENERAL
SECTION R202 DEFINITIONS
41 PART III – BUILDING PLANNING AND CONSTRUCTION
CHAPTER 3 BUILDING PLANNING
SECTION R301 DESIGN CRITERIA
42 TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIAl,m
43 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 (ºF)
44 FIGURE R301.2(2) OREGON SEISMIC DESIGN CATEGORIES—SITE CLASS D
45 FIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETE
46 FIGURE R301.2(4)a, b OREGON BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL
47 FIGURE R301.2(5) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb/ft2)
48 FIGURE R301.2(5) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb/ft2)
49 TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION
TABLE R301.2.1.3 EQUIVALENT BASIC WIND SPEEDSa
50 TABLE R301.2.2.2.1 WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOADa
53 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 MEMBERSa, b, c, d,
SECTION R302 FIRE-RESISTANT CONSTRUCTION
54 TABLE R302.1 EXTERIOR WALLS
59 TABLE R302.2.4.4 STRUCTURAL PROJECTIONS WITHIN 3 FEET OF ANY PROPERTY LINE
63 TABLE R302.6 DWELLING/GARAGE SEPARATIONa
64 SECTION R303 LIGHT, VENTILATION AND HEATING
66 SECTION R304 MINIMUM ROOM AREAS
SECTION R305 CEILING HEIGHT
SECTION R306 SANITATION
SECTION R307 TOILET, BATH AND SHOWER SPACES
SECTION R308 GLAZING
67 FIGURE R307.1 MINIMUM FIXTURE CLEARANCES
68 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
FIGURE R308.4.1 GLAZING ADJACENT TO DOOR
70 SECTION R309 GARAGES AND CARPORTS
SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS
71 SECTION R311 MEANS OF EGRESS
73 SECTION R312 GUARDS
74 SECTION R313 NOT ADOPTED BY THE STATE OF OREGON
SECTION R314 SMOKE ALARMS
75 SECTION R315 CARBON MONOXIDE ALARMS
SECTION R316 PLASTIC
78 SECTION R317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DEC
79 SECTION R318 MOISTURE CONTROL
80 SECTION R319 SITE ADDRESS
SECTION R320 ACCESSIBILITY
SECTION R321 ELEVATORS AND PLATFORM LIFTS
SECTION R322 FLOOD-RESISTANT CONSTRUCTION
82 SECTION R323 STORM SHELTERS
83 SECTION R324 WILDFIRE HAZARD MITIGATION
84 FIGURE R302.2(a) TWO 1-HOUR FIREWALLS PERPENDICULAR TO COMMON PROPERTY LINE
85 FIGURE R302.2(b) TWO 1-HOUR FIREWALLS PARALLEL TO COMMON PROPERTY LINE
86 FIGURE R302.2(c) “MODIFIED” 2-HOUR FIREWALL PERPENDICULAR TO COMMON PROPERTY LINE
87 FIGURE R302.2(d) “MODIFIED” 2-HOUR FIREWALL PERPENDICULAR TO COMMON PROPERTY LINE
88 FIGURE R302.2.2 STRINGER PENETRATIONS OF FIREWALL AT COMON PROPERTY LINE
89 FIGURE R302.2.2.1 DECK CONSTRUCTION WITHIN THREE FEET OF COMMON PROPERTY LINE
90 FIGURE R302.2.2.2 COVERED PORCH AT COMMON PROPERTY LINE
91 FIGURE R302.2.2.3 EXTERIOR STAIRWAY
92 FIGURE R302.2.4.1 FIRE-RESISTANCE-RATED ROOF/CEILING CONSTRUCTION- “MUSHROOM” ATTIC ENCLOSURE FRAMING PARALLEL TO COMMON PROPERTY LINE
93 FIGURE R302.2.4.3(a) UNRATED CRICKET LESS THAN OR EQUAL TO 30 INCHES
94 FIGURE R302.2.4.3(b) UNRATED CRICKET LESS THAN OR EQUAL TO 30 INCHES
95 FIGURE R302.2.4.3(c) RATED CRICKET GREATER THAN 30 INCHES
96 FIGURE R302.2.5 STRUCTURAL DESIGN APPROACH
97 FIGURE R302.2.10 FOUNDATION AND FOOTING CONSTRUCTION
98 FIGURE R302.3.2.1 MEMBRANE PENETRATIONS FOR MODIFIED 2-HOUR WALLS
99 CHAPTER 4 FOUNDATIONS
SECTION R401 GENERAL
TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa
SECTION R402 MATERIALS
100 TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
SECTION R403 FOOTINGS
101 TABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS
102 FIGURE R403.1(1) PLAIN CONCRETE FOOTINGS WITH MASONRY AND CONCRETE STEMWALLS IN SDC A, B AND Ca, b, c, d, e, f, g
103 FIGURE R403.1(1)(A) REINFORCED CONCRETE FOOTINGS WITH MASONRY AND CONCRETE STEMWALLS IN SDC D1 AND D2a, b, c, d, e, f
104 FIGURE R403.1(2) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION
FIGURE R403.1.3.2 DOWELS FOR SLABS-ON-GROUND WITH TURNED-DOWN FOOTINGS
106 FIGURE R403.1.9.1 FOUNDATION CLEARANCE FROM SLOPES
108 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
109 FIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE
110 FIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE
SECTION R404 FOUNDATION AND RETAINING WALLS
111 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
112 TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLSf
113 TABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 5 INCHESa, c, f
114 TABLE R404.1.1(3) 10-INCH FOUNDATION WALLS WITH REINFORCING WHERE d > 6.75 INCHESa, c, f
115 TABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 8.75 INCHESa, c, f
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 WALLSb, c, d, e, g, h, i, j
117 TABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i
118 TABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i
119 TABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, g, h, i
120 TABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, f, h, i, j
121 TABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLSb, c, d, e, g, h, i,
122 TABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10-INCH AND 12-INCH NOMINAL FLAT BASEMENT WALLSb, c, d, e, f, h, i, k, n, o
123 TABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEELa, b, c
124 TABLE R404.1.2(9)—continued MINIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEELa, b, c
128 FIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS
129 TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure)
130 SECTION R405 FOUNDATION DRAINAGE
131 TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM
SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING
132 SECTION R407 COLUMNS
SECTION R408 UNDER-FLOOR SPACE
135 CHAPTER 5 FLOORS
SECTION R501 GENERAL
SECTION R502 WOOD FLOOR FRAMING
137 FIGURE R502.2 FLOOR CONSTRUCTION
138 TABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)a
139 TABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)b
140 TABLE R502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLYa, b, c, f, g, h (Floor Live Load � 40 psf, Roof Live Load � 20 psf)
TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONYa, b, e, f
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)
TABLE 502.5(3) ALLOWABLE SPAN FOR GIRDERS SUPPORTING ONE FLOOR ONLYa
144 FIGURE R502.8 CUTTING, NOTCHING AND DRILLING
145 FIGURE R502.9 POST AND BEAM CONNECTIONS
146 SECTION R503 FLOOR SHEATHING
TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING
147 TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa
SECTION R504 PRESSURE PRESERVATIVELY TREATED-WOOD FLOORS (ON GROUND)
148 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
149 SECTION R505 STEEL FLOOR FRAMING
TABLE R505.2.4 SCREW SUBSTITUTION FACTOR
150 FIGURE R505.1.2 IN-LINE FRAMING
FIGURE R505.2(1) C-SHAPED SECTION
FIGURE R505.2(2) TRACK SECTION
151 TABLE R505.2(1) COLD-FORMED STEEL JOIST SIZES
TABLE R505.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS
152 FIGURE R505.2.5.1 FLOOR JOIST WEB HOLES
FIGURE R505.2.5.3 WEB HOLE PATCH
153 TABLE R505.3.1(1) FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTSa, b
FIGURE 505.3.1(1) FLOOR TO EXTERIOR LOAD-BEARING WALL STUD CONNECTION
154 TABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa
FIGURE R505.3.1(2) FLOOR TO WOOD SILL CONNECTION
155 FIGURE R505.3.1(3) FLOOR TO FOUNDATION CONNECTION
FIGURE R505.3.1(4) CANTILEVERED FLOOR TO FOUNDATION CONNECTION
156 FIGURE R505.3.1(5) CANTILEVERED FLOOR TO WOOD SILL CONNECTION
FIGURE R505.3.1(6) CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION
157 FIGURE R505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL
FIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL
158 FIGURE R505.3.1(9) BEARING STIFFENERS FOR END JOISTS
159 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)
160 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)
161 TABLE R505.3.2(3) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—MULTIPLE SPANSa, b, c, d, e, f 50 ksi STEEL
162 FIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS
SECTION R506 CONCRETE FLOORS (ON GROUND)
163 TABLE R505.3.4(1) CLIP ANGLE BEARING STIFFENERS (20 psf equivalent snow load)
164 TABLE R505.3.4(2) CLIP ANGLE BEARING STIFFENERS (30 psf equivalent snow load)
FIGURE R505.3.4(2) BEARING STIFFENER
165 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)
166 FIGURE R505.3.7 TRACK SPLICE
FIGURE R505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION: 6-FOOT FLOOR OPENING
167 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
168 FIGURE R505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—8-FOOT OPENING
SECTION R507 DECKS
169 TABLE R507.2 FASTENER SPACING FOR A SOUTHERN PINE OR HEM-FIR DECK LEDGER AND A 2-INCH-NOMINAL SOLID-SAWN SPRUCE-PINE-FIR BAND JOISTc, f, g
TABLE 507.2.1 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS
170 FIGURE R507.2.1(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS
FIGURE R507.2.1(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS
171 FIGURE R507.2.3 DECK ATTACHMENT FOR LATERAL LOADS
173 CHAPTER 6 WALL CONSTRUCTION
SECTION R601 GENERAL
SECTION R602 WOOD WALL FRAMING
174 TABLE R602.10 WALL BRACING METHODSa
175 TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
176 TABLE R602.3(1)—continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
177 TABLE R602.3(2) ALTERNATE ATTACHMENTS
178 TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa,b,c
TABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLE BOARD WALL SHEATHINGa
TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDSa
179 FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING
180 FIGURE R602.3(2) FRAMING DETAILS
181 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
182 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
183 FIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS
184 FIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS
185 FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING
TABLE R602.7. 2 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa
186 FIGURE R602.7.2 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION
188 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)
189 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)
190 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)
191 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)
192 TABLE R602.10.1.2(2)a, b, cBRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY (AS A FUNCTION OF BRACED WALL LINE LENGTH)
193 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
194 FIGURE R602.10.1.3 ANGLED CORNERS
195 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)
196 FIGURE R602.10.1.4(3) OFFSETS PERMITTED FOR BRACED WALL LINES
FIGURE R602.10.1.4(4) BRACED WALL LINE SPACING
197 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
198 TABLE R602.10.2 INTERMITTENT BRACING METHODS
199 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 PAN
200 FIGURE R602.10.3.2 ALTERNATE BRACED WALL PANEL
FIGURE R602.10.3.3 METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS
202 FIGURE R602.10.3.4 METHOD PFG PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C
203 TABLE R602.10.4.1 CONTINUOUS SHEATHING METHODS
204 FIGURE R602.10.4.1.1 METHOD CS-PF: CONTINUOUS PORTAL FRAME PANEL CONSTRUCTION
205 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
206 TABLE R602.10.4.2 LENGTH REQUIREMENTS FOR BRACED WALL PANELS WITH CONTINUOUS SHEATHINGa (inches)
207 FIGURE R602.10.4.4(1) TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS SHEATHING
208 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
209 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
210 TABLE R602.10.5.2 MINIMUM LENGTH REQUIREMENTS FOR STRUCTURAL FIBERBOARD BRACED WALL PANELS IN A CONTINUOUSLY-SHEATHED WALLa
211 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
212 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
213 FIGURE R602.10.7 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS
214 FIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION
215 FIGURE R602.12 HOLD DOWNS AT EXTERIOR AND INTERIOR BRACED WALL PANELS
216 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
217 SECTION R603 STEEL WALL FRAMING
FIGURE R603.1.2 IN-LINE FRAMING
218 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
219 FIGURE R603.2(1) C-SHAPED SECTION
FIGURE R603.2(2) TRACK SECTION
FIGURE R603.2.5.1 WEB HOLES
220 FIGURE R603.2.5.3 STUD WEB HOLE PATCH
221 TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa,b
FIGURE R603.3.1(1) WALL TO FLOOR CONNECTION
222 FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION
FIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION
223 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
TABLE R603.3.2(1) WALL FASTENING SCHEDULEa
225 SECTION R604 WOOD STRUCTURAL PANELS
SECTION R605 PARTICLEBOARD
226 TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 ksi STEEL
227 TABLE R603.3.2(3) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL
228 TABLE R603.3.2(4) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL
229 TABLE R603.3.2(5) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL
230 TABLE R603.3.2(6) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL
231 TABLE R603.3.2(7) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL
232 TABLE R603.3.2(8) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL
233 TABLE R603.3.2(9) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL
234 TABLE R603.3.2(10) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL
235 TABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL
236 TABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL
237 TABLE R603.3.2(13) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL
238 TABLE R603.3.2(14) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL
239 TABLE R603.3.2(15) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL
240 TABLE R603.3.2(16) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL
241 TABLE R603.3.2(17) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL
242 TABLE R603.3.2(18) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL
243 TABLE R603.3.2(19) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL
244 TABLE R603.3.2(20) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL
245 TABLE R603.3.2(21) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL
246 TABLE R603.3.2(22) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL
247 TABLE R603.3.2(23) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL
248 TABLE R603.3.2(24) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL
249 TABLE R603.3.2(25) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL
250 TABLE R603.3.2(26) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL
251 TABLE R603.3.2(27) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL
252 TABLE R603.3.2(28) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL
253 TABLE R603.3.2(29) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL
254 TABLE R603.3.2(30) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL
255 TABLE R603.3.2(31) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL
256 FIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY
FIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL
257 FIGURE R603.3.5 TRACK SPLICE
FIGURE R603.4 CORNER FRAMING
258 TABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa,b,c 33 ksi STEEL
259 TABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa,b,c 50 ksi STEEL
260 TABLE R603.3.2.1(3) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa,b,c 33 ksi STEEL
261 TABLE R603.3.2.1(4) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa,b,c 50 ksi STEEL
262 FIGURE R603.6(1) BOX BEAM HEADER
FIGURE 603.6(2) BACK-TO-BACK HEADER
263 FIGURE R603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL
FIGURE R603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL
264 TABLE R603.6(1) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b
265 TABLE R603.6(2)BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b
266 TABLE R603.6(3) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b
267 TABLE R603.6(4) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b
268 TABLE R603.6(5) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b
269 TABLE R603.6(6) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b
270 TABLE R603.6(7) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b
271 TABLE R603.6(8) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b
272 TABLE R603.6(9) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a
273 TABLE R603.6(10) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b
274 TABLE R603.6(11) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a, b
275 TABLE R603.6(12) BOX-BEAM HEADER SPANSa,b,c Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a,b
276 TABLE R603.6(13) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a,b
277 TABLE R603.6(14) BACK-TO-BACK HEADER SPA Headers Supporting Roof and Ceiling Only (50 ksi steel)a,b
278 TABLE R603.6(15) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b
279 TABLE R603.6(16) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b
280 TABLE R603.6(17) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b
281 TABLE R603.6(18) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b
282 TABLE R603.6(19) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b
283 TABLE R603.6(20) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b
284 TABLE R603.6(21) BACK-TO-BACK HEADER SPAN Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a, b
285 TABLE R603.6(22) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b
286 TABLE R603.6(23) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a, b
287 TABLE R603.6(24) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b
288 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
289 TABLE R603.8 HEAD AND SILL TRACK SPAN Fy = 33 ksi
FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN
290 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
291 TABLE R603.9.2(2) FULL HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS
SECTION R606 GENERAL MASONRY CONSTRUCTION
292 TABLE R606.5 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY
TABLE R606.9 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS
294 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
295 FIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C
296 FIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D1, OR D2
297 TABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES
298 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
299 TABLE R606.15.1 MINIMUM CORROSION PROTECTION
SECTION R607 UNIT MASONRY
300 TABLE R607.1 MORTAR PROPORTIONSa, b
SECTION R608 MULTIPLE WYTHE MASONRY
301 SECTION R609 GROUTED MASONRY
TABLE R609.1.1 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION
302 TABLE R609.1.2 GROUT SPACE DIMENSIONS AND POUR HEIGHTS
303 SECTION R610 GLASS UNIT MASONRY
FIGURE R610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE
304 SECTION R611 EXTERIOR CONCRETE WALL CONSTRUCTION
305 TABLE R611.3 DIMENSIONAL REQUIREMENTS FOR WALLSa,b
306 FIGURE R611.3(1) FLAT WALL SYSTEM
FIGURE R611.3(2) WAFFLE-GRID WALL SYSTEM
FIGURE R611.3(3) SCREEN-GRID WALL SYSTEM
307 TABLE R611.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS
308 FIGURE R611.5.4(1) LAP SPLICES
309 FIGURE R611.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION
FIGURE R611.5.4(3) STANDARD HOOKS
310 TABLE R611.5.4(2) MAXIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEELa, b, c
311 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
312 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
313 TABLE R611.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLSa, b, c, d, e
314 TABLE R611.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLSa, b, c, d, e
315 TABLE R611.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLSa, b, c, d, e
316 TABLE R611.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLSa, b, c, d, e, k, l
317 EQUATION R611-1
EQUATION R611-2
319 TABLE R611.7(1A) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO-STORYa,c,d,e,f,g
320 TABLE R611.7(1A)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO-STORYa,c,d,e,f,g
321 TABLE R611.7(1B) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO-STORYa,c,d,e,f,g
322 TABLE R611.7(1B)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO-STORYa,c,d,e,f,g
323 TABLE R611.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa,c,d,e,f,g
324 TABLE R611.7(1C)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGEFIRST STORY OF TWO-STORYa,c,d,e,f,g
325 FIGURE R611.7(1) MINIMUM SOLID WALL LENGTH
326 FIGURE R611.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL
327 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
328 TABLE R611.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEETa,b
329 TABLE R611.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLSa,c
330 FIGURE R611.8(1) REINFORCEMENT OF OPENINGS
331 FIGURE R611.8(2) LINTEL FOR FLAT WALLS
FIGURE R611.8(3) LINTELS FOR WAFFLE-GRID WALLS
332 FIGURE R611.8(4) LINTELS FOR SCREEN-GRID WALLS
334 TABLE R611.8(1) LINTEL DESIGN LOADING CONDITIONSa, b, d
335 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
336 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
337 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
338 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
339 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
340 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
341 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
342 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
343 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
344 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
345 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
346 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
347 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
348 TABLE R611.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g, h
349 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 WALLSc, d, e, f, g
351 FIGURE R611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
352 TABLE R611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c
353 FIGURE R611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL FRAMING PARALLEL
354 TABLE R611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b
355 FIGURE R611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR
356 TABLE R611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
357 FIGURE R611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PARALLEL
358 TABLE R611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
359 FIGURE R611.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
360 TABLE R611.9(5) COLD-FORMED STEEL FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d
361 FIGURE R611.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
362 TABLE R611.9(6) COLD-FORMED STEEL FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b, c, d
363 FIGURE R611.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR
364 TABLE R611.9(7) COLD-FORMED STEEL FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
365 FIGURE R611.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
366 TABLE R611.9(8) COLD-FORMED STEEL FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
367 FIGURE R611.9(9) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
368 TABLE R611.9(9) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
369 FIGURE R611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL FRAMING PARALLEL
370 TABLE R611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
371 FIGURE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
372 TABLE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
373 FIGURE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
374 TABLE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
375 SECTION R612 EXTERIOR WINDOWS AND DOORS
FIGURE R612.8(1) THROUGH THE FRAME
376 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
377 FIGURE R612.8(6) THROUGH THE FLANGE
FIGURE R612.8(7) FRAME CLIP
FIGURE R612.8(8) THROUGH THE FLANGE
378 SECTION R613 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION
TABLE R613.3.1 MINIMUM PROPERTIES FOR POLYURETHANE INSULATION USED AS SIPS
379 TABLE R613.3.2 MINIMUM PROPERTIESa FOR WOOD STRUCTURAL PANEL FACING MATERIAL USED IN SIP WALLS
FIGURE R613.4 SIP WALL PANEL
380 TABLE R613.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP LIGHT-FRAME ROOF ONLY (inches)
381 TABLE R613.5(2) MINIMUM THICKNESS FOR SIP WALLS SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF (inches)
382 FIGURE R613.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
FIGURE R613.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
383 FIGURE R613.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION
FIGURE R613.5(4) SIP WALL TO WALL PLATFORM FRAME CONNECTION
384 FIGURE R613.5(5) SIP WALL TO WALL BALLOON FRAME CONNECTION
FIGURE R613.5.1 SIP WALL FRAMING CONFIGURATION
385 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
386 FIGURE R613.9 SIP CORNER FRAMING DETAIL
TABLE R613.10 MAXIMUM SPANS FOR 11 7/8 INCH DEEP SIP HEADERS (feet)
387 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
388 TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME
TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD
390 TABLE R702.3.7 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION R703 EXTERIOR COVERING
392 TABLE R703.4 WEATHER–RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS
393 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
395 FIGURE R703.7 MASONRY VENEER WALL DETAILS
396 FIGURE R703.7—continued MASONRY VENEER WALL DETAILS
397 TABLE R703.7(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C
TABLE R703.7(2) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, WOOD FRAMING, SEISMIC DESIGN CATEGORIES D1 AND D2
398 FIGURE R703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES
399 FIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS
400 TABLE R703.7.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa, b, c, d
FIGURE R703.7.3.2 MASONRY VENEER OPENING
401 FIGURE R703.8(1) KICK-OUT FLASHING
403 CHAPTER 8 ROOF-CEILING CONSTRUCTION
SECTION R801 GENERAL
SECTION R802 WOOD ROOF FRAMING
406 TABLE R802.11 REQUIRED STRENGTH OF TRUSS OR RAFTER TIE-DOWN CONNECTION TO RESIST WIND UPLIFT FORCESa,b,c,d
407 TABLE R802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
408 TABLE R802.4(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
409 TABLE R802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)
410 TABLE R802.4(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)
411 TABLE R802.5.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L/Δ = 180)
412 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)
413 TABLE R802.5.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L/Δ = 240)
414 TABLE R802.5.1(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L/Δ = 240)
415 TABLE R802.5.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L/Δ = 180)
416 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)
417 TABLE R802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L/Δ = 180)
418 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)
419 TABLE R802.5.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L/Δ = 240)
420 TABLE R802.5.1(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L/Δ = 240)
421 TABLE R802.5.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L/Δ = 240)
422 TABLE R802.5.1(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L/Δ = 240)
423 TABLE R802.5.1(7) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L/Δ = 180)
424 TABLE R802.5.1(7)—continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L/Δ = 180)
425 TABLE R802.5.1(8) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L/Δ = 240)
426 TABLE R802.5.1(8)—continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOADa (Ceiling attached to rafters, L/Δ = 240)
427 TABLE R802.5.1(9) RAFTER/CEILING JOIST HEEL JOINT CONNECTIONSa, b, c, d, e, f, h
428 FIGURE R802.5.1 BRACED RAFTER CONSTRUCTION
TABLE R802.11 REQUIRED STRENGTH OF TRUSS OR RAFTER TIE-DOWN CONNECTION TO RESIST WIND UPLIFT FORCESa, b, c, d
429 SECTION R803 ROOF SHEATHING
TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING
SECTION R804 STEEL ROOF FRAMING
430 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
431 FIGURE R804.2(1) C-SHAPED SECTION
FIGURE R804.2(2) TRACK SECTION
TABLE R804.2.4 SCREW SUBSTITUTION FACTOR
432 FIGURE R804.2.5.1 WEB HOLES
FIGURE R804.2.5.3 WEB HOLE PATCH
433 FIGURE R804.3 STEEL ROOF CONSTRUCTION
TABLE R804.3 ROOF FRAMING FASTENING SCHEDULEa, b
436 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
437 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
438 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
439 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
440 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
441 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
442 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
443 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
444 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
445 FIGURE R804.3.1.1(2) BEARING STIFFENER
FIGURE R804.3.1.4(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPE, TRACK OR COLD-ROLLED CHANNEL
446 FIGURE R804.3.1.4(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING
FIGURE R804.3.1.5 SPLICED CEILING JOISTS
447 TABLE R804.3.2.1(1) ROOF RAFTER SPANSa, b, c 33 ksi STEEL
448 TABLE R804.3.2.1(2) ROOF RAFTER SPANSa, b, c 50 ksi STEEL
449 TABLE R804.3.2.1(3) BASIC WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION
FIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS
450 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
451 TABLE R804.3.3.3 HIP SUPPORT COLUMN SIZES
452 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
453 TABLE R804.3.3.4(2) CONNECTION REQUIREMENTS HIP MEMBER TO HIP SUPPORT COLUMN
FIGURE R804.3.3.4(2) HIP SUPPORT COLUMN
454 TABLE R804.3.3.4(3) UPLIFT STRAP CONNECTION REQUIREMENTS HIP MEMBER TO WALL
FIGURE R804.3.3.4(3) HIP CONNECTIONS AT RIDGE
455 FIGURE R804.3.3.4(4) HIP CONNECTIONS AT RIDGE AND BOX COLUMN
456 FIGURE R804.3.3.4(5) HIP MEMBER CONNECTION AT WALL CORNER
FIGURE R804.3.6(1) ROOF OR CEILING OPENING
457 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 a, b, c, d, e, f
458 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 FTa, b, c, d, e, f
459 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 FTa, b, c, d
460 FIGURE R804.3.8(3) ROOF BLOCKING DETAIL
SECTION R805 CEILING FINISHES
SECTION R806 ROOF VENTILATION
461 SECTION R807 ATTIC ACCESS
463 CHAPTER 9 ROOF ASSEMBLIES
SECTION R901 GENERAL
SECTION R902 ROOF CLASSIFICATION
SECTION R903 WEATHER PROTECTION
SECTION R904 MATERIALS
464 FIGURE R903.5 HAIL EXPOSURE MAP
465 SECTION R905 REQUIREMENTS FOR ROOF COVERINGS
TABLE R905.2.4.1(1) CLASSIFICATION OF ASPHALT ROOF SHINGLES PER ASTM D7158
TABLE R905.2.4.1(2) CLASSIFICATION OF ASPHALT SHINGLES PER ASTM D3161
466 TABLE R905.2.8.2 VALLEY LINING MATERIAL
467 TABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT
469 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
470 TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS
TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
471 TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS
472 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
473 SECTION R906 ROOF INSULATION
TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION R907 REROOFING
475 CHAPTER 10 CHIMNEYS AND FIREPLACES
SECTION R1001 MASONRY FIREPLACES
476 TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS
477 FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS
478 SECTION R1002 MASONRY HEATERS
479 FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES
SECTION R1003 MASONRY CHIMNEYS
481 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
482 FIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS
483 FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES
FIGURE R1003.20 CHIMNEY CRICKET
484 TABLE R1003.20 CRICKET DIMENSIONS
SECTION R1004 FACTORY-BUILT FIREPLACES
SECTION R1005 FACTORY-BUILT CHIMNEYS
485 SECTION R1006 EXTERIOR AIR SUPPLY
487 CHAPTER 11 ENERGY EFFICIENCY
PART I ENERGY CONSERVATION
SECTION N1101 SCOPE
TABLE N1101.2 EXISTING BUILDING COMPONENT REQUIREMENTS
488 TABLE N1101.1(1) PRESCRIPTIVE ENVELOPE REQUIREMENTSa
489 TABLE N1101.1(2) ADDITIONAL MEASURES
490 TABLE 1101.1(3) VENTILATION AIR REQUIREMENTS, cfm
TABLE N1101.3 SMALL ADDITION ADDITIONAL MEASURES (Select one)
SECTION N1102 DEFINITIONS
492 TABLE N1104.1(1) RESIDENTIAL THERMAL PERFORMANCE CALCULATIONS
493 TABLE N1104.1(2) APPROVED DEFAULT U-FACTORS
494 SECTION N1103 ALTERNATIVE SYSTEMS
SECTION N1104 EXTERIOR ENVELOPE REQUIREMENTS
497 SECTION N1105 HEATING, VENTILATING AND AIR-CONDITIONING SYSTEMS
498 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
PART II ALTERNATIVE SYSTEMS ANALYSIS
SECTION NA1108 ALTERNATIVE SYSTEMS ANALYSIS
499 TABLE NA1108.2 BASIS FOR COMPARISON
500 TABLE NA1108.2.2 THERMOSTAT SETTINGS (°F)
PART III FENESTRATION STANDARD
SECTION NF1109 SCOPE
SECTION NF1110 ALTERATIONS
SECTION NF1111 DEFINITIONS
501 SECTION NF1112 INSULATED GLASS CERTIFICATION
SECTION NF1113 WINDOW THERMAL PERFORMANCE DESIGNATION FOR NEW BUILDINGS AND ADDITIONS
SECTION NF1114 THERMAL PERFORMANCE LA
502 SECTION NF1115 AIR LEAKAGE REQUIREMENTS
503 TABLE NF1113.3(1) APPROVED WINDOW DEFAULT U-VALUESa, b
504 TABLE NF1113.3(2) APPROVED GLAZED DOOR DEFAULT U-VALUESa
507 PART V MECHANICAL
CHAPTER 12 MECHANICAL ADMINISTRATION
SECTION M1201 GENERAL
SECTION M1202 EXISTING MECHANICAL SYSTEMS
509 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
510 SECTION M1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION
511 TABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTIONa, c, d, e, f, g, h, I, j, k, l
512 FIGURE M1306.1 REDUCED CLEARANCE DIAGRAM
FIGURE M1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
513 SECTION M1307 APPLIANCE INSTALLATION
514 SECTION M1308 MECHANICAL SYSTEMS INSTALLATION
SECTION M1309 PIPING SUPPORT
TABLE M1309.4 PIPING SUPPORTSa, d, e
515 FIGURE M1307.1 ILLUSTRATIONS OF NORMAL VEHICLE PATH AND RECOMMENDED TYPES OF PROTECTION
517 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
518 SECTION M1407 DUCT HEATERS
SECTION M1408 VENTED FLOOR FURNACES
SECTION M1409 VENTED WALL FURNACES
519 SECTION M1410 VENTED ROOM HEATERS
SECTION M1411 HEATING AND COOLING EQUIPMENT
520 SECTION M1412 ABSORPTION COOLING EQUIPMENT
SECTION M1413 EVAPORATIVE COOLING EQUIPMENT
SECTION 1414 FIREPLACE STOVES
SECTION M1415 MASONRY HEATERS
521 CHAPTER 15 EXHAUST SYSTEMS
SECTION M1501 GENERAL
SECTION M1502 CLOTHES DRYER EXHAUST
TABLE M1502.4.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH
522 SECTION M1503 RANGE HOODS
SECTION M1504 INSTALLATION OF MICROWAVE OVENS
SECTION M1505 OVERHEAD EXHAUST
SECTION M1506 EXHAUST DUCTS
523 SECTION M1507 MECHANICAL VENTILATION
TABLE M1507.3 EXHAUST RATES FOR RESIDENTIAL DWELLINGS
TABLE M1507.4 PERSCRIPTIVE EXHAUST DUCT SIZING
525 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
527 SECTION M1602 RETURN AIR
528 SECTION M1603 SUPPLY AIR
SECTION M1604 SMOKE AND FIRE DAMPER
529 CHAPTER 17 COMBUSTION AIR
SECTION M1701 GENERAL
531 CHAPTER 18 CHIMNEYS AND VENTS
SECTION M1801 GENERAL
SECTION M1802 VENT COMPONENTS
532 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
533 SECTION M1804 VENTS
TABLE M1804.1 VENT SELECTION CHART
534 SECTION M1805 MASONRY AND FACTORY-BUILT CHIMNEYS
535 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
536 SECTION M1905 STATIONARY FUEL CELL POWER PLANTS
SECTION M1906 GASEOUS HYDROGEN SYSTEMS
537 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
538 TABLE M2003.2 EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS
SECTION M2005 WATER HEATERS
SECTION M2006 POOL HEATERS
539 CHAPTER 21 HYDRONIC PIPING
SECTION M2101 HYDRONIC PIPING SYSTEMS INSTALLATION
SECTION M2102 BASEBOARD CONVECTORS
SECTION M2103 FLOOR HEATING SYSTEMS
540 TABLE M2101.1 HYDRONIC PIPING MATERIALS
541 TABLE M2101.9 HANGER SPACING INTERVALS
SECTION M2104 LOW TEMPERATURE PIPING
542 SECTION M2105 GROUND SOURCE HEAT PUMP SYSTEM LOOP PIPING
543 CHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS
SECTION M2201 OIL TANKS
SECTION M2202 OIL PIPING, FITTING AND CONNECTIONS
SECTION M2203 INSTALLATION
544 SECTION M2204 OIL PUMPS AND VALVES
545 CHAPTER 23 SOLAR SYSTEMS
SECTION M2301 SOLAR ENERGY SYSTEMS
547 PART VI FUEL GAS
CHAPTER 24 FUEL GAS
SECTION G2401 (101) GENERAL
SECTION G2402 AUTHORITY TO RENDER GAS SERVICE
SECTION G2403 GENERAL
552 SECTION G2404 GENERAL
553 SECTION G2405 STRUCTURAL SAFETY
SECTION G2406 APPLIANCE LOCATION
SECTION G2407 COMBUSTION, VENTILATION AND DILUTION AIR
554 EQUATION 24-1
EQUATION 24-2
555 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 (see Section G2407.6.1)
FIGURE G2407.6.2 SINGLE COMBUSTION AIR OPENING, ALL AIR FROM OUTDOORS (see Section G2407.6.2)
556 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)
558 SECTION G2408 INSTALLATION
SECTION G2409 CLEARANCE REDUCTION
559 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
560 FIGURE G2409.2(3) MASONRY CLEARANCE REDUCTION SYSTEM
SECTION G2410 ELECTRICAL
SECTION G2411 ELECTRICAL BONDING
SECTION G2412 (401) GENERAL
561 TABLE G2409.2a through k REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION
562 SECTION G2413 PIPE SIZING
TABLE G2413.2 APPROXIMATE GAS INPUT FOR TYPICAL APPLIANCES
563 EQUATION 24-3
EQUATION 24-4
TABLE G2413.4 Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS
564 TABLE G2413.4(1) SCHEDULE 40 METALLIC PIPE
565 TABLE G2413.4(2) SCHEDULE 40 METALLIC PIPE
566 TABLE G2413.4(3) SEMIRIGID COPPER TUBING
567 TABLE G2413.4(4) SEMIRIGID COPPER TUBING
568 TABLE G2413.4(5) CORRUGATED STAINLESS STEEL TUBING (CSST)
569 TABLE G2413.4(6) CORRUGATED STAINLESS STEEL TUBING (CSST)
570 TABLE G2413.4(7) POLYETHYLENE PLASTIC PIPE
571 TABLE G2413.4(8) POLYETHYLENE PLASTIC PIPE
572 TABLE G2413.4(9) SCHEDULE 40 METALLIC PIPE
573 TABLE G2413.4(10) SCHEDULE 40 METALLIC PIPE
574 TABLE G2413.4(11) SCHEDULE 40 METALLIC PIPE
575 TABLE G2413.4(12) SCHEDULE 40 METALLIC PIPE
576 TABLE G2413.4(13) SEMIRIGID COPPER TUBING
577 TABLE G2413.4(14) SEMIRIGID COPPER TUBING
578 TABLE G2413.4(15) SEMIRIGID COPPER TUBING
579 TABLE G2413.4(16) CORRUGATED STAINLESS STEEL TUBING (CSST)
580 TABLE G2413.4(17) CORRUGATED STAINLESS STEEL TUBING (CSST)
581 TABLE G2413.4(18) CORRUGATED STAINLESS STEEL TUBING (CSST)
582 TABLE G2413.4(19) POLYETHYLENE PLASTIC PIPE
583 TABLE G2413.4(20) POLYETHYLENE PLASTIC PIPE
584 TABLE G2413.4(21) POLYETHYLENE PLASTIC TUBING
SECTION G2414 PIPING MATERIALS
585 TABLE G2414.9.2 SPECIFICATIONS FOR THREADING METALLIC PIPE
586 SECTION G2415 PIPING SYSTEM INSTALLATION
588 SECTION G2416 PIPING BENDS AND CHANGES IN DIRECTION
SECTION G2417 INSPECTION, TESTING AND PURGING
589 SECTION G2418 PIPING SUPPORT
SECTION G2419 DRIPS AND SLOPED PIPING
SECTION G2420 GAS SHUTOFF VALVES
590 SECTION G2421 FLOW CONTROLS
TABLE G2420.1.1 MANUAL GAS VALVE STANDARDS
591 SECTION G2422 APPLIANCE CONNECTIONS
SECTION G2423 CNG GAS-DISPENSING SYSTEMS
SECTION G2424 PIPING SUPPORT INTERVALS
TABLE G2424.1 SUPPORT OF PIPING
592 SECTION G2425 GENERAL
593 SECTION G2426 (502) VENTS
SECTION G2427 VENTING OF APPLIANCES
594 TABLE G2427.4 TYPE OF VENTING SYSTEM TO BE USED
596 FIGURE G2427.5.3 TYPICAL TERMINATION LOCATIONS FOR CHIMNEYS AND SINGLE-WALL METAL PIPES SERVING RESIDENTIAL-TYPE AND LOW-HEAT APP
598 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
600 TABLE G2427.10.2.4 MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES
601 TABLE G2427.10.5a CLEARANCES FOR CONNECTORS
603 SECTION G2428 SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS
604 TABLE G2428.2(1) TYPE B DOUBLE-WALL GAS VENT
605 TABLE G2428.2(1)—continued TYPE B DOUBLE-WALL GAS VENT
606 TABLE G2428.2(2) TYPE B DOUBLE-WALL GAS VENT
607 TABLE G2428.2(2)—continued TYPE B DOUBLE-WALL GAS VENT
608 TABLE G2428.3.2 MAXIMUM VENT CONNECTOR LENGTH
609 TABLE G2428.3(1) TYPE B DOUBLE-WALL VENT
610 TABLE G2428.3(2) TYPE B DOUBLE-WALL VENT
611 TABLE G2428.3(3) MASONRY CHIMNEY
612 TABLE G2428.3(4) MASONRY CHIMNEY
614 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
615 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
616 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
617 SECTION G2443 CONVERSION BURNERS
SECTION G2444 UNIT HEATERS
SECTION G2445 UNVENTED ROOM HEATERS
618 SECTION G2446 VENTED ROOM HEATERS
SECTION G2447 COOKING APPLIANCES
SECTION G2448 WATER HEATERS
SECTION G2449 AIR CONDITIONING APPLIANCES
619 SECTION G2450 ILLUMINATING APPLIANCES
SECTION G2451 INFRARED RADIANT HEATERS
SECTION G2452 CHIMNEY DAMPER OPENING AREA
TABLE G2452.1 FREE OPENING AREA OF CHIMNEY DAMPER FOR VENTING FLUE GASES FROM UNLISTED DECORATIVE APPLIANCES FOR INSTALLATION IN VENTED FIREPLA
621 PART VII PLUMBING
RESIDENTIAL PLUMBING CHAPTERS 25-33 REFER TO THE 2014 OREGON PLUMBING SPECIALTY CODE
623 PART VIII ELECTRICAL
RESIDENTIAL ELECTRICAL CHAPTERS 34-42 REFER TO THE 2014 OREGON ELECTRICAL SPECIALTY CODE
625 LOW-RISE APARTMENTS
627 CHAPTER 43 DELETED
629 PART IX REFERENCED STANDARDS
CHAPTER 44 REFERENCED STANDARDS
AAMA
ACI
ACCA
630 AFPA
AISI
AITC
ANSI
631 APA
APSP
632 ASCE/SEI
ASHRAE
ASME
633 ASTM
638 AWPA
CGSB
CPA
CPSC
639 CSA
CSSB
DASMA
DOC
DOTn
640 FEMA
FM
GA
HPVA
ISO
MSS
641 NAIMA
NCMA
NFPA
PCA
SMACNA
642 TMS
TPI
UL
643 ULC
WDMA
WWPA
645 APPENDIX A SIZING AND CAPACITIES OF GAS PIPING
A.1 GENERAL PIPING CONSIDERATIONS
A.2 DESCRIPTION OF TABLES
646 TABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
647 TABLE A.2.2—continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
648 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 0.6
A.3 USE OF CAPACITY TABLES
650 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
651 TABLE A.5.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES
TABLE A.5.2 COPPER TUBE STANDARD SIZES
A.6 USE OF SIZING CHARTS
652 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)
653 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
654 FIGURE A.7.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM
655 FIGURE A.7.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM
657 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
658 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
659 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
660 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
661 FIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE
FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE
662 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
664 TABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa
665 FIGURE B-19
667 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
669 APPENDIX D RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION
671 APPENDIX E MANUFACTURED HOUSING USED AS DWELLINGS
SECTION AE101 ANCHORAGE INSTALLATIONS
SECTION AE102 TIES, MATERIALS AND INSTALLATION
673 APPENDIX F RADON CONTROL METHODS
SECTION AF101 SCOPE
SECTION AF102 DEFINITIONS
SECTION AF103 REQUIREMENTS
677 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
678 SECTION AG106 ENTRAPMENT PROTECTION FOR SWIMMING POOL AND SPA SUCTION OUTLETS
SECTION AG107 ABBREVIATIONS
SECTION AG108 STANDARDS
679 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
681 APPENDIX I PRIVATE SEWAGE DISPOSAL
SECTION AI101 GENERAL
683 APPENDIX J EXISTING BUILDINGS AND STRUCTURES
SECTION AJ101 PURPOSE AND INTENT
SECTION AJ102 COMPLIANCE
SECTION AJ103 PRELIMINARY MEETING
684 SECTION AJ104 EVALUATION OF AN EXISTING BUILDING
SECTION AJ105 PERMIT
SECTION AJ201 DEFINITIONS
SECTION AJ301 REPAIRS
685 SECTION AJ401 RENOVATIONS
SECTION AJ501 ALTERATIONS
686 SECTION AJ601 RECONSTRUCTION
687 APPENDIX K SOUND TRANSMISSION
SECTION AK101 GENERAL
SECTION AK102 AIRBORNE SOUND
SECTION AK103 STRUCTURAL-BORNE SOUND
SECTION AK104 REFERENCED STANDARDS
689 APPENDIX L PERMIT FEES
691 APPENDIX M HOME DAY CARE—R-3 OCCUPANCY
SECTION AM101 GENERAL
SECTION AM102 DEFINITIONS
SECTION AM103 MEANS OF EGRESS
692 SECTION AM104 SMOKE DETECTION
693 APPENDIX N VENTING METHODS
FIGURE N1 TYPICAL SINGLE-BATH WET-VENT ARRANGEMENTS
694 FIGURE N2 TYPICAL DOUBLE-BATH WET-VENT ARRANGEMENTS
695 FIGURE N3 TYPICAL HORIZONTAL WET VENTING
696 FIGURE N4 TYPICAL METHODS OF WET VENTING
697 FIGURE N5 SINGLE STACK SYSTEM FOR A TWO-STORY DWELLING
698 FIGURE N6 WASTE STACK VENTING
699 FIGURE N7 CIRCUIT VENT WITH ADDITIONAL NONCIRCUIT VENTED BRANCH
701 APPENDIX O GRAY WATER RECYCLING SYSTEMS
SECTION AO101 GENERAL
SECTION AO102 SYSTEMS FOR FLUSHING WATER CLOSETS AND URINALS
702 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
703 SECTION AO103 SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS
EQUATION A0-1
704 TABLE AO103.8 LOCATION OF GRAY WATER SYSTEM
TABLE AO103.9.1 DESIGN LOADING RATE
705 TABLE AO103.10 DISTRIBUTION PIPE
707 APPENDIX P SIZING OF WATER PIPING SYSTEM
SECTION AP101 GENERAL
SECTION AP102 INFORMATION REQUIRED
SECTION AP103 SELECTION OF PIPE SIZE
711 TABLE AP.1
TABLE AP.2
712 FIGURE AP103.3(1) EXAMPLE-SIZING
713 TABLE AP103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROB
714 TABLE AP103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa
715 TABLE AP103.3(3) TABLE FOR ESTIMATING DEMAND
716 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)
717 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)
718 FIGURE AP103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B88 COPPER TUBING)
719 FIGURE AP103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B88 COPPER TUBING)
720 FIGURE AP103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B88 COPPER TUBING)
721 FIGURE AP103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa
722 FIGURE AP103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa
723 FIGURE AP103.3(7) FRICTION LOSS IN FAIRLY ROUGH PIPEa
724 SECTION AP201 SELECTION OF PIPE SIZE
725 TABLE AP201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES
726 TABLE AP201.1—continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES
727 APPENDIX Q ICC INTERNATIONAL RESIDENTIAL CODE ELECTRICAL PROVISIONS/NATIONAL ELECTRICAL CODE CROSS-REFERENCE
741 APPENDIX R STRAW-BALE STRUCTURES
SECTION AR101 PURPOSE
SECTION AR102 SCOPE
SECTION AR103 DEFINITIONS
SECTION AR104 MATERIAL SPECIFICATIONS
SECTION AR105 FOUNDATION REQUIREMENTS
742 SECTION AR106 WALL CONSTRUCTION
SECTION AR107 LOAD BEARING WALLS
743 SECTION AR108 NONLOAD BEARING WALLS
744 SECTION AR109 WALL FINISHES
SECTION AR110 ROOF TO WALL CONNECTION
SECTION AR111 ELECTRICAL, PLUMBING AND MECHANICAL
745 APPENDIX T DWELLING UNIT FIRE SPRINKLER SYSTEMS
AT2904.1 GENERAL
AT2904.2 SPRINKLERS
TABLE AT2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED
746 AT2904.3 SPRINKLER MODIFICATIONS PROHIBITED
AT2904.4 DETERMINING SYSTEM DESIGN FLOW
747 EQUATION AT29-1
748 TABLE AT2904.6.2(1) WATER SERVICE PRESSURE LOSS (PLsvc)a,b
749 TABLE AT2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS (PLm)a
TABLE AT2904.6.2(3) ELEVATION LOSS (PLe)
750 TABLE AT2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3/4-INCH TYPE M COPPER WATER TUB
751 TABLE AT2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING
752 TABLE AT2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3/4-INCH CPVC PIPE
753 TABLE AT2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE
754 TABLE AT2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3/4-INCH PEX TUBING
755 TABLE AT2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX TUBING
757 INDEX
767 I-CODES EXPERTISE YOU CAN TRUST
768 ICC EVALUATION SERVICE

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