🔥🔥 Don’t Miss Out on Our End of Autumn Sale. If you have any questions, feel free to click the bottom right corner to contact our customer service..

Concat us[email protected]
Shopping Cart

No products in the cart.

🔍
NC ResidentialCode 2012

NC ResidentialCode 2012

$55.25

North Carolina Residential Code, 3rd Printing

Published By Publication Date Number of Pages
NC 2012 966
PDF Format Searchable Printable Preview Now
Guaranteed Safe Checkout
Category:

If you have any questions, feel free to reach out to our online customer service team by clicking on the bottom right corner. We’re here to assist you 24/7.
Email:[email protected]

PDF Catalog

PDF Pages PDF Title
1 2012 NORTH CAROLINA STATE BUILDING CODE: RESIDENTIAL CODE (2009 IRC® WITH NORTH CAROLINA AMENDMENTS)
2 COPYRIGHT
3 NORTH CAROLINA STATE BUILDING CODE COUNCIL
4 NORTH CAROLINA DEPARTMENT OF INSURANCE
5 PREFACE
7 EFFECTIVE USE OF THE INTERNATIONAL RESIDENTIAL CODE
11 TABLE OF CONTENTS
15 PART I—ADMINISTRATIVE
CHAPTER 1 SCOPE AND ADMINISTRATION
PART I—SCOPE AND APPLICATION
SECTION R101 GENERAL
SECTION R102 APPLICABILITY
16 PART II—ADMINISTRATION AND ENFORCEMENT
SECTION R103 DEPARTMENT OF BUILDING SAFETY
SECTION R104 DUTIES AND POWERS OF THE BUILDING OFFICIAL
SECTION R105 PERMITS
SECTION R106 CONSTRUCTION DOCUMENTS
SECTION R107 TEMPORARY STRUCTURES AND USES
SECTION R108 FEES
SECTION R109 INSPECTIONS
SECTION R110 CERTIFICATE OF OCCUPANCY
SECTION R111 SERVICE UTILITIES
SECTION R112 BOARD OF APPEALS
SECTION R113 VIOLATIONS
SECTION R114 STOP WORK ORDER
17 PART II—DEFINITIONS
CHAPTER 2 DEFINITIONS
SECTION R201 GENERAL
SECTION R202 DEFINITIONS
33 PART III—BUILDING PLANNING AND CONSTRUCTION
CHAPTER 3 BUILDING PLANNING
SECTION R301 DESIGN CRITERIA
34 TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
FIGURE R301.2(1) ISOLINES OF THE 97 1/2 PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES ( F)
35 TABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (PSF)
36 FIGURE R301.2(2) INTERNATIONAL RESIDENTIAL CODE NORTH CAROLINA AMENDMENTS SEISMIC DESIGN CATEGORIES SITE CLASS D
37 FIGURE R301.2(2)—CONTINUED COUNTIES IN SEISMIC DESIGN CATEGORY C
TABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2)
38 FIGURE R301.2(4) INTERNATIONAL RESIDENTIAL CODE NORTH CAROLINA AMENDMENTS BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL
39 FIGURE R301.2(4)—CONTINUED BASIC DESIGN WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL
FIGURE R301.2(4)—CONTINUED BASIC DESIGN WIND VELOCITIES FOR MOUNTAIN REGIONS
40 TABLE R301.2(4)—CONTINUED DESIGN PRESSURES FOR DOORS AND WINDOWS POSITIVE AND NEGATIVE IN PSF
FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES
41 FIGURE R301.2(5) GROUND SNOW LOADS, PG, FOR THE UNITED STATES (LB/FT2)
42 TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSA,
TABLE R301.2.1.3 EQUIVALENT BASIC WIND SPEEDS
43 TABLE R301.2.2.2.1 WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOADA
45 TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (IN POUNDS PER SQUARE FOOT)
46 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
47 TABLE R302.1 EXTERIOR WALLS
49 TABLE R302.6 DWELLING/GARAGE SEPARATION
51 SECTION R303 LIGHT, VENTILATION AND HEATING
52 SECTION R304 MINIMUM ROOM AREAS
SECTION R305 CEILING HEIGHT
53 SECTION R306 SANITATION
SECTION R307 TOILET, BATH AND SHOWER SPACES
FIGURE R307.1 MINIMUM FIXTURE CLEARANCES
SECTION R308 GLAZING
54 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
56 SECTION R309 GARAGES AND CARPORTS
SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS
57 SECTION R311 MEANS OF EGRESS
60 SECTION R312 GUARDS
SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS
SECTION R314 SMOKE ALARMS
61 SECTION R315 CARBON MONOXIDE ALARMS
SECTION R316 FOAM PLASTIC
63 SECTION R317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY
65 SECTION R318 PROTECTION AGAINST SUBTERRANEAN TERMITES
SECTION R319 SITE ADDRESS
SECTION R320 ACCESSIBILITY
SECTION R321 ELEVATORS AND PLATFORM LIFTS
66 SECTION R322 FLOOD-RESISTANT CONSTRUCTION
69 SECTION R323 STORM SHELTERS
71 CHAPTER 4 FOUNDATIONS
SECTION R401 GENERAL
TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSA
SECTION R402 MATERIALS
72 TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
SECTION R403 FOOTINGS
73 TABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS (INCHES)
TABLE R403.1A PIER1 AND FOOTING2 SIZES FOR SUPPORT OF GIRDERS
74 FIGURE R403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS
75 FIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION
76 FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION
78 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
79 SECTION R404 FOUNDATION AND RETAINING WALLS
80 TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLS
81 TABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE D > 5 INCHES
82 TABLE R404.1.1(3) 10-INCH FOUNDATION WALLS WITH REINFORCING WHERE D > 6.75 INCHES
83 TABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE D > 8.75 INCHES
84 TABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLS
TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS
85 TABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 MM) NOMINAL FLAT CONCRETE BASEMENT WALLS
86 TABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS
87 TABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS
88 TABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS
89 TABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 MM) SCREEN-GRID BASEMENT WALLS
90 TABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10-INCH AND 12-INCH NOMINAL FLAT BASEMENT WALLS
91 TABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEEL
92 TABLE R404.1.2(9)—CONTINUED MINIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEEL
TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 PCF EQUIVALENT-FLUID WEIGHT SOIL PRESSURE)
96 SECTION R405 FOUNDATION DRAINAGE
97 TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM
98 SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING
SECTION R407 COLUMNS
99 SECTION R408 UNDER-FLOOR SPACE
100 SECTION R409 CLOSED CRAWL SPACES
103 CHAPTER 5 FLOORS
SECTION R501 GENERAL
SECTION R502 WOOD FLOOR FRAMING
104 FIGURE R502.2 FLOOR CONSTRUCTION
106 SECTION R503 FLOOR SHEATHING
TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING
107 TABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (RESIDENTIAL SLEEPING AREAS, LIVE LOAD = 30 PSF, L/Δ = 360)a
108 TABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (RESIDENTIAL LIVING AREAS, LIVE LOAD = 40 PSF, L/Δ = 360)
109 TABLE R502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLY (Floor Live Load ≤ 40 psf, Roof Live Load ≤ 20 psf)
TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONY
110 TABLE R502.5(1) GIRDER SPANS AND HEADER SPANS FOR EXTERIOR BEARING WALLS (MAXIMUM SPANS FOR DOUGLAS FIR-LARCH, HEM-FIR, SOUTHERN PINE AND SPRUCE-PINE-FIR AND THE REQUIRED NUMBER OF JACK STUDS
111 TABLE R502.5(1)—CONTINUED GIRDER SPANS AND HEADER SPANS FOR EXTERIOR BEARING WALLS (MAXIMUM SPANS FOR DOUGLAS FIR-LARCH, HEM-FIR, SOUTHERN PINE AND SPRUCE-PINE FIR AND REQUIRED NUMBER OF JACK STUDS
112 TABLE R502.5(2) GIRDER SPANS AND HEADER SPANS FOR INTERIOR BEARING WALLS (MAXIMUM SPANS FOR DOUGLAS FIR-LARCH, HEM-FIR, SOUTHERN PINE AND SPRUCE-PINE-FIR AND REQUIRED NUMBER OF JACK STUDS
113 FIGURE R502.8 CUTTING, NOTCHING AND DRILLING
FIGURE R502.8(a) ACCEPTABLE LOCATION OF 3 5/8 -inch DIAMETER HOLE IN 2 x 10 JOIST
114 TABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENT
115 TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENT
SECTION R504 PRESSURE PRESERVATIVELY TREATED-WOOD FLOORS (ON GROUND)
SECTION R505 STEEL FLOOR FRAMING
116 FIGURE R505.1.2 IN-LINE FRAMING
117 FIGURE R505.2(1) C-SHAPED SECTION
FIGURE R505.2(2) TRACK SECTION
TABLE R505.2(1) COLD-FORMED STEEL JOIST SIZES
TABLE R505.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS
118 TABLE R505.2.4 SCREW SUBSTITUTION FACTOR
FIGURE R505.2.5.1 FLOOR JOIST WEB HOLES
119 FIGURE R505.2.5.3 WEB HOLE PATCH
120 TABLE R505.3.1(1) FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS
FIGURE 505.3.1(1) FLOOR TO EXTERIOR LOAD-BEARING WALL STUD CONNECTION
121 TABLE R505.3.1(2) FLOOR FASTENING SCHEDULE
FIGURE R505.3.1(2) FLOOR TO WOOD SILL CONNECTION
122 FIGURE R505.3.1(3) FLOOR TO FOUNDATION CONNECTION
FIGURE R505.3.1(4) CANTILEVERED FLOOR TO FOUNDATION CONNECTION
123 FIGURE R505.3.1(5) CANTILEVERED FLOOR TO WOOD SILL CONNECTION
FIGURE R505.3.1(6) CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION
124 FIGURE R505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL
125 FIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL
FIGURE R505.3.1(9) BEARING STIFFENERS FOR END JOISTS
126 TABLE R505.3.2(1) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—SINGLE SPANS 33 KSI STEEL
FIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID)
127 TABLE R505.3.2(2) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—MULTIPLE SPANS 33 KSI STEEL
FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP)
128 TABLE R505.3.2(3) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—MULTIPLE SPANS 50 KSI STEEL
129 FIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS
TABLE R505.3.4(1) CLIP ANGLE BEARING STIFFENERS (20 PSF EQUIVALENT SNOW LOAD)
130 TABLE R505.3.4(2) CLIP ANGLE BEARING STIFFENERS (30 PSF EQUIVALENT SNOW LOAD)
FIGURE R505.3.4(2) BEARING STIFFENER
131 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)
132 SECTION R506 CONCRETE FLOORS (ON GROUND)
133 FIGURE R505.3.7 TRACK SPLICE
FIGURE R505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION: 6-FOOT FLOOR OPENING
134 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
135 FIGURE R505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—8-FOOT OPENING
137 CHAPTER 6 WALL CONSTRUCTION
SECTION R601 GENERAL
TABLE R601.3.1 CLASS III VAPOR RETARDERS
138 SECTION R602 WOOD WALL FRAMING
140 TABLE R602.3(1) WALL FRAMING
141 TABLE R602.3(1)—CONTINUED WALL FRAMING
142 TABLE R602.3(1)—CONTINUED CEILING AND ROOF FRAMING
143 TABLE R602.3(1)—CONTINUED CEILING AND ROOF FRAMING
144 TABLE R602.3(1)—CONTINUED FLOOR FRAMING
145 TABLE R602.3(1)—CONTINUED FLOOR FRAMING a
146 TABLE R602.3(1)—CONTINUED FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
147 TABLE R602.3(1A) NOMINAL DIMENSIONS OF NAILS LISTED IN TABLE R602.3.1
148 TABLE R602.3(2) ALTERNATE ATTACHMENTS
149 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 SHEATHING
TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDS
150 FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING
151 FIGURE R602.3(2) FRAMING DETAILS
152 TABLE R602.3.1 MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 MPH OR LESS IN SEISMIC DESIGN CATEGORIES A, B, C, D0,D1,D2
153 TABLE R602.3.1—CONTINUED MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 MPH OR LESS IN SEISMIC DESIGN CATEGORIES A, B, C, D0,D1,D2
154 FIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS
155 FIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS
156 FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING
157 TABLE R602.7.2 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERS
FIGURE R602.7.2 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION
159 TABLE R602.10.1.2(1) BRACING REQUIREMENTS BASED ON WIND SPEED
(as a function of braced wall line spacing)
160 TABLE R602.10.1.2(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED (as a function of braced wall line spacing)
161 TABLE R602.10.1.2(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED (as a function of braced wall line spacing)
162 TABLE R602.10.1.2(2) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY
(AS A FUNCTION OF BRACED WALL LINE LENGTH)
163 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 BRACING
164 FIGURE R602.10.1.3 ANGLED CORNERS
FIGURE R602.10.1.4(1) BRACED WALL PANELS AND BRACED WALL LINES
165 FIGURE R602.10.1.4(2) BRACED WALL PANEL END DISTANCE REQUIREMENTS (SDC A, B AND C)
FIGURE R602.10.1.4(3) OFFSETS PERMITTED FOR BRACED WALL LINES
166 FIGURE R602.10.1.4(4) BRACED WALL LINE SPACING
FIGURE R602.10.1.4.1 BRACED WALL PANELS AT ENDS OF BRACED WALL LINES IN SEISMIC DESIGN CATEGORIES D0, D1 AND D2
TABLE R602.10.1.5 ADJUSTMENTS OF BRACING LENGTH FOR BRACED WALL LINE SPACING GREATER THAN 25 FEET
167 TABLE R602.10.2 INTERMITTENT BRACING METHODS
169 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 HPS
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
170 FIGURE R602.10.3.2 ALTERNATE BRACED WALL PANEL
FIGURE R602.10.3.3 METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS
171 FIGURE R602.10.3.4 METHOD PFG PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C
172 TABLE R602.10.4.1 CONTINUOUS SHEATHING METHODS
173 FIGURE R602.10.4.1.1 METHOD CS-PF: CONTINUOUS PORTAL FRAME PANEL CONSTRUCTION
174 TABLE R602.10.4.1.1 TENSION STRAP CAPACITY REQUIRED FOR RESISTING WIND PRESSURES PERPENDICULAR TO 6:1 ASPECT RATIO WALLSA,
FIGURE R602.10.4.2 BRACED WALL PANELS WITH CONTINUOUS SHEATHING
175 TABLE R602.10.4.2 LENGTH REQUIREMENTS FOR BRACED WALL PANELS WITH CONTINUOUS SHEATHINGA,
176 FIGURE R602.10.4.4(1) TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS SHEATHING
177 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
178 FIGURE R602.10.4.4(4) BRACED WALL LINE WITH CONTINUOUS SHEATHING FIRST BRACED WALL PANEL AWAY FROM END OF WALL LINE WITHOUT TIE
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
179 TABLE R602.10.5.2 MINIMUM LENGTH REQUIREMENTS FOR STRUCTURAL FIBERBOARD BRACED WALL PANELS IN A CONTINUOUSLY-SHEATHED WALL
180 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
181 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
182 FIGURE R602.10.6.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES
183 FIGURE R602.10.7 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS
184 FIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION
TABLE R602.12(1) STONE OR MASONRY VENEER WALL BRACING REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C
185 FIGURE R602.12 HOLD DOWNS AT EXTERIOR AND INTERIOR BRACED WALL PANELS
SECTION R603 STEEL WALL FRAMING
186 FIGURE R603.1.2
TABLE R603.2(1) LOAD-BEARING COLD-FORMED STEEL STUD SIZES
TABLE R603.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS
187 FIGURE R603.2(1) C-SHAPED SECTION
FIGURE R603.2(2) TRACK SECTION
TABLE R603.2.4 SCREW SUBSTITUTION FACTOR
188 FIGURE R603.2.5.1 WEB HOLES
FIGURE R603.2.5.3 STUD WEB HOLE PATCH
189 TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTS
190 FIGURE R603.3.1(1) WALL TO FLOOR CONNECTION
FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION
191 FIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION
TABLE R603.3.1.1(1) GABLE ENDWALL TO FLOOR CONNECTION REQUIREMENTS
TABLE R603.3.1.1(2) GABLE ENDWALL BOTTOM TRACK TO FOUNDATION CONNECTION REQUIREMENTS
192 TABLE R603.3.2(1) WALL FASTENING SCHEDULE
TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 KSI STEEL
193 TABLE R603.3.2(3) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 KSI STEEL
194 TABLE R603.3.2(4) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 KSI STEEL
195 TABLE R603.3.2(5) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 50 KSI STEEL
196 TABLE R603.3.2(6) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 KSI STEEL
197 TABLE R603.3.2(7) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 50 KSI STEEL
198 TABLE R603.3.2(8) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 KSI STEEL
199 TABLE R603.3.2(9) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 50 KSI STEEL
200 TABLE R603.3.2(10) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 KSI STEEL
201 TABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 50 KSI STEEL
202 TABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 33 KSI STEEL
203 TABLE R603.3.2(13) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 50 KSI STEEL
204 TABLE R603.3.2(14) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 33 KSI STEEL
205 TABLE R603.3.2(15) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 50 KSI STEEL
206 TABLE R603.3.2(16) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 33 KSI STEEL
207 TABLE R603.3.2(17) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 50 KSI STEEL
208 TABLE R603.3.2(18) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 33 KSI STEEL
209 TABLE R603.3.2(19) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 50 KSI STEEL
210 TABLE R603.3.2(20) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 33 KSI STEEL
211 TABLE R603.3.2(21) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 50 KSI STEEL
212 TABLE R603.3.2(22) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 33 KSI STEEL
213 TABLE R603.3.2(23) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 50 KSI STEEL
214 TABLE R603.3.2(24) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 33 KSI STEEL
215 TABLE R603.3.2(25) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 50 KSI STEEL
216 TABLE R603.3.2(26) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 33 KSI STEEL
217 TABLE R603.3.2(27) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 50 KSI STEEL
218 TABLE R603.3.2(28) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 33 KSI STEEL
219 TABLE R603.3.2(29) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 50 KSI STEEL
220 TABLE R603.3.2(30) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 33 KSI STEEL
221 TABLE R603.3.2(31) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 50 KSI STEEL
222 FIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY
223 FIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL
FIGURE R603.3.5 TRACK SPLICE
224 FIGURE R603.4 CORNER FRAMING
225 TABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHT 33 KSI STEEL
226 TABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHT 50 KSI STEEL
227 TABLE R603.3.2.1(3) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHT 33 KSI STEEL
228 TABLE R603.3.2.1(4) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHT 50 KSI STEEL
229 FIGURE R603.6(1) BOX BEAM HEADER
FIGURE 603.6(2) BACK-TO-BACK HEADER
230 FIGURE R603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL
FIGURE R603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL
231 TABLE R603.6(1) BOX-BEAM HEADER SPANS HEADERS SUPPORTING ROOF AND CEILING ONLY (33 KSI STEEL)
232 TABLE R603.6(2) BOX-BEAM HEADER SPANS HEADERS SUPPORTING ROOF AND CEILING ONLY (50 KSI STEEL)
233 TABLE R603.6(3) BOX-BEAM HEADER SPANS HEADERS SUPPORTING ROOF AND CEILING ONLY (33 KSI STEEL)
234 TABLE R603.6(4) BOX-BEAM HEADER SPANS HEADERS SUPPORTING ROOF AND CEILING ONLY (50 KSI STEEL)
235 TABLE R603.6(5) BOX-BEAM HEADER SPANS HEADERS SUPPORTING ONE FLOOR, ROOF AND CEILING (33 KSI STEEL)
236 TABLE R603.6(6) BOX-BEAM HEADER SPANS HEADERS SUPPORTING ONE FLOOR, ROOF AND CEILING (50 KSI STEEL)
237 TABLE R603.6(7) BOX-BEAM HEADER SPANS HEADERS SUPPORTING ONE FLOOR, ROOF AND CEILING (33 KSI STEEL)
238 TABLE R603.6(8) BOX-BEAM HEADER SPANS HEADERS SUPPORTING ONE FLOOR, ROOF AND CEILING (50 KSI STEEL)
239 TABLE R603.6(9) BOX-BEAM HEADER SPANS HEADERS SUPPORTING TWO FLOORS, ROOF AND CEILING (33 KSI STEEL)
240 TABLE R603.6(10) BOX-BEAM HEADER SPANS HEADERS SUPPORTING TWO FLOORS, ROOF AND CEILING (50 KSI STEEL)
241 TABLE R603.6(11) BOX-BEAM HEADER SPANS HEADERS SUPPORTING TWO FLOORS, ROOF AND CEILING (33 KSI STEEL)
242 TABLE R603.6(12) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)
243 TABLE R603.6(13) BACK-TO-BACK HEADER SPANS HEADERS SUPPORTING ROOF AND CEILING ONLY (33 KSI STEEL)
244 TABLE R603.6(14) BACK-TO-BACK HEADER SPANS HEADERS SUPPORTING ROOF AND CEILING ONLY (50 KSI STEEL)
245 TABLE R603.6(15) BACK-TO-BACK HEADER SPANS HEADERS SUPPORTING ROOF AND CEILING ONLY (33 KSI STEEL)
246 TABLE R603.6(16) BACK-TO-BACK HEADER SPANS HEADERS SUPPORTING ROOF AND CEILING ONLY (50 KSI STEEL)
247 TABLE R603.6(17) BACK-TO-BACK HEADER SPANS HEADERS SUPPORTING ONE FLOOR, ROOF AND CEILING (33 KSI STEEL)
248 TABLE R603.6(18) BACK-TO-BACK HEADER SPANS HEADERS SUPPORTING ONE FLOOR, ROOF AND CEILING (50 KSI STEEL)
249 TABLE R603.6(19) BACK-TO-BACK HEADER SPANS HEADERS SUPPORTING ONE FLOOR, ROOF AND CEILING (33 KSI STEEL)
250 TABLE R603.6(20) BACK-TO-BACK HEADER SPANS HEADERS SUPPORTING ONE FLOOR, ROOF AND CEILING (50 KSI STEEL)
251 TABLE R603.6(21) BACK-TO-BACK HEADER SPANS HEADERS SUPPORTING TWO FLOORS, ROOF AND CEILING (33 KSI STEEL)
252 TABLE R603.6(22) BACK-TO-BACK HEADER SPANS HEADERS SUPPORTING TWO FLOORS, ROOF AND CEILING (50 KSI STEEL)
253 TABLE R603.6(23) BACK-TO-BACK HEADER SPANS HEADERS SUPPORTING TWO FLOORS, ROOF AND CEILING (33 KSI STEEL)
254 TABLE R603.6(24) BACK-TO-BACK HEADER SPANS HEADERS SUPPORTING TWO FLOORS, ROOF AND CEILING (50 KSI STEEL)
255 TABLE R603.7(1) TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING
256 TABLE R603.7(2) HEADER TO KING STUD CONNECTION REQUIREMENTS
TABLE R603.8 HEAD AND SILL TRACK SPAN FY = 33 KSI
257 FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN
FIGURE R603.9.2 CORNER STUD HOLD DOWN DETAIL
258 TABLE R603.9.2(1) MINIMUM PERCENTAGE OF FULL HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLS
TABLE R603.9.2(2) FULL HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS
259 SECTION R604 WOOD STRUCTURAL PANELS
SECTION R605 PARTICLEBOARD
SECTION R606 GENERAL MASONRY CONSTRUCTION
260 TABLE R606.5 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY
261 TABLE R606.9 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS
262 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
263 FIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C
264 FIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1, OR D2
265 TABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES
266 TABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDING ASSIGNED TO SEISMIC DESIGN CATEGORY D0 OR D1
267 TABLE R606.12.4.1 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2
TABLE R606.12.4.2 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2
TABLE R606.15.1 MINIMUM CORROSION PROTECTION
SECTION R607 UNIT MASONRY
268 TABLE R607.1 MORTAR PROPORTIONS
SECTION R608 MULTIPLE WYTHE MASONRY
269 TABLE R609.1.1 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION
TABLE R609.1.2 GROUT SPACE DIMENSIONS AND POUR HEIGHTS
270 SECTION R609 GROUTED MASONRY
271 SECTION R610 GLASS UNIT MASONRY
FIGURE R610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE
272 SECTION R611 EXTERIOR CONCRETE WALL CONSTRUCTION
273 TABLE R611.3 DIMENSIONAL REQUIREMENTS FOR WALLS
274 FIGURE R611.3(1) FLAT WALL SYSTEM
FIGURE R611.3(2) WAFFLE-GRID WALL SYSTEM
FIGURE R611.3(3) SCREEN-GRID WALL SYSTEM
276 TABLE R611.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS
FIGURE R611.5.4(1) LAP SPLICES
277 FIGURE R611.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION
FIGURE R611.5.4(3) STANDARD HOOKS
278 TABLE R611.5.4(2) MAXIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEEL
279 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
280 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
281 TABLE R611.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS
282 TABLE R611.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLS
283 TABLE R611.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLS
284 TABLE R611.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS
285 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
286 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
287 TABLE R611.7(1B) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STOY OF TWO STORY
288 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
289 TABLE R611.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE
290 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
291 (EQUATION R611-1)
(EQUATION R611-2)
292 FIGURE R611.7(1) MINIMUM SOLID WALL LENGTH
293 FIGURE R611.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL
294 TABLE R611.7(2) REDUCTION FACTOR, R1 FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEET
FIGURE R611.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS
295 TABLE R611.7(3) REDUCTION FACTOR, R2 FOR FLOOR-TO-CELLING WALL HEIGHTS LESS THAN 10 FEET
296 TABLE R611.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3 FOR FLAT, WAFFLE- AND SCRREN-GRID WALLS
298 FIGURE R611.8(1) REINFORCEMENT OF OPENINGS
FIGURE R611.8(2) LINTEL FOR FLAT WALLS
299 FIGURE R611.8(3) LINTELS FOR WAFFLE-GRID WALLS
300 FIGURE R611.8(4) LINTELS FOR SCREEN-GRID WALLS
301 TABLE R611.8(1) LINTEL DESIGN LOADING CONDITIONS
302 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
303 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
304 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
305 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
306 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
307 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
308 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
309 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
310 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
311 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 CLEAR SPAN 32 FEET
312 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
313 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
314 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
315 TABLE R611.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS
316 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
318 FIGURE R611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
319 TABLE R611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
TABLE R611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
320 FIGURE R611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL FRAMING PARALLEL
321 FIGURE R611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR
322 TABLE R611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
TABLE R611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
323 FIGURE R611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PARALLEL
324 FIGURE R611.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
325 TABLE R611.9(5) COLD-FORMED STEEL FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
TABLE R611.9(6) COLD-FORMED STEEL FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
326 FIGURE R611.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
327 FIGURE R611.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR
328 TABLE R611.9(7) COLD-FORMED STEEL FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
TABLE R611.9(8) COLD-FORMED STEEL FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
329 FIGURE R611.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
330 TABLE R611.9(9) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
TABLE R611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
331 FIGURE R611.9(9) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
332 FIGURE R611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL FRAMING PARALLEL
333 TABLE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
TABLE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
334 FIGURE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
335 FIGURE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
336 SECTION R612 EXTERIOR WINDOWS AND DOORS
338 SECTION R613 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION
FIGURE R612.8(1) THROUGH THE FRAME
FIGURE R612.8(2) FRAME CLIP
FIGURE R612.8(3) THROUGH THE FRAME
339 FIGURE R612.8(4) FRAME CLIP
FIGURE R612.8(5) THROUGH THE FLANGE
FIGURE R612.8(6) THROUGH THE FLANGE
FIGURE R612.8(7) FRAME CLIP
FIGURE R612.8(8) THROUGH THE FLANGE
340 FIGURE R613.4 SIP WALL PANEL
341 TABLE R613.3.1 MINIMUM PROPERTIES FOR POLYURETHANE INSULATION USED AS SIPS CORE
TABLE R613.3.2 MINIMUM PROPERTIES FOR WOOD STRUCTURAL PANEL FACING MATERIAL USED IN SIP WALLS
342 TABLE R613.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP LIGHT-FRAME ROOF ONLY (INCHES)
343 TABLE R613.5(2) MINIMUM THICKNESS FOR SIP WALLS SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF (INCHES)
344 FIGURE R613.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
FIGURE R613.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
345 FIGURE R613.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION
FIGURE R613.5(4) SIP WALL TO WALL PLATFORM FRAME CONNECTION
346 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
347 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
348 FIGURE R613.9 SIP CORNER FRAMING DETAIL
TABLE R613.10 MAXIMUM SPANS FOR 11 7/8 INCH DEEP SIP HEADERS (FEET)
349 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
350 TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME
TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD
352 TABLE R702.3.7 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION R703 EXTERIOR COVERING
354 TABLE R703.4 WEATHER–RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS
355 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 WALLS
356 TABLE R703.7(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C
357 FIGURE R703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES
358 FIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS
TABLE R703.7.3 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER
361 CHAPTER 8 ROOF-CEILING CONSTRUCTION
SECTION R801 GENERAL
SECTION R802 WOOD ROOF FRAMING
365 TABLE R802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (UNINHABITABLE ATTICS WITHOUT STORAGE, LIVE LOAD = 10 PSF, L/Δ = 240)
366 TABLE R802.4(1)—CONTINUED CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (UNINHABITABLE ATTICS WITHOUT STORAGE, LIVE LOAD = 10 PS L/Δ = 240)
367 TABLE R802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (UNINHABITABLE ATTICS WITH LIMITED STORAGE, LIVE LOAD = 20 PSF, L/Δ = 240)
368 TABLE R802.4(2)—CONTINUED CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (UNINHABITABLE ATTICS WITH LIMITED STORAGE, LIVE LOAD = 20 PSF, L/Δ = 240)
369 TABLE R802.5.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (ROOF LIVE LOAD=20 PSF, CEILING NOT ATTACHED TO RAFTERS, L/Δ = 180)
370 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)
371 TABLE R802.5.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (ROOF LIVE LOAD=20 PSF, CEILING ATTACHED TO RAFTERS, L/Δ = 240)
372 TABLE R802.5.1(2)—CONTINUED RAFTER SPANS FOR COMMON LUMBER SPECIES (ROOF LIVE LOAD=20 PSF, CEILING ATTACHED TO RAFTERS, L/Δ = 240)
373 TABLE R802.5.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (GROUND SNOW LOAD=30 PSF, CEILING NOT ATTACHED TO RAFTERS, L/Δ = 180)
374 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)
375 TABLE R802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (GROUND SNOW LOAD=50 PSF, CEILING NOT ATTACHED TO RAFTERS, L/Δ = 180)
376 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)
377 TABLE R802.5.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (GROUND SNOW LOAD=30 PSF, CEILING ATTACHED TO RAFTERS, L/Δ = 240)
378 TABLE R802.5.1(5)—CONTINUED RAFTER SPANS FOR COMMON LUMBER SPECIES (GROUND SNOW LOAD=30 PSF, CEILING ATTACHED TO RAFTERS, L/Δ = 240)
379 TABLE R802.5.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (GROUND SNOW LOAD=50 PSF, CEILING ATTACHED TO RAFTERS, L/Δ = 240)
380 TABLE R802.5.1(6)—CONTINUED RAFTER SPANS FOR COMMON LUMBER SPECIES (GROUND SNOW LOAD=50 PSF, CEILING ATTACHED TO RAFTERS, L/Δ = 240)
381 TABLE R802.5.1(7) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (CEILING NOT ATTACHED TO RAFTERS, L/Δ = 180)
382 TABLE R802.5.1(7)—CONTINUED RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (CEILING NOT ATTACHED TO RAFTERS, L/Δ = 180)
383 TABLE R802.5.1(8) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (CEILING ATTACHED TO RAFTERS, L/Δ = 240)
384 TABLE R802.5.1(8)—CONTINUED RAFTER SPANS FOR 70 PSF GROUND SNOW LOADA (CEILING ATTACHED TO RAFTERS, L/Δ = 240)
385 TABLE R802.5.1(9) RAFTER/CEILING JOIST HEEL JOINT CONNECTIONS
386 FIGURE R802.5.1 BRACED RAFTER CONSTRUCTION
TABLE R802.11 REQUIRED STRENGTH OF TRUSS OR RAFTER CONNECTIONS TO RESIST WIND UPLIFT FORCES OF 20 PSF OR GREATER (POUNDS PER CONNECTION)
387 SECTION R803 ROOF SHEATHING
TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING
SECTION R804 STEEL ROOF FRAMING
388 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
389 FIGURE R804.2(1) C-SHAPED SECTION
FIGURE R804.2(2) TRACK SECTION
TABLE R804.2.4 SCREW SUBSTITUTION FACTOR
390 FIGURE R804.2.5.1 WEB HOLES
FIGURE R804.2.5.3 WEB HOLE PATCH
391 FIGURE R804.3 STEEL ROOF CONSTRUCTION
TABLE R804.3 ROOF FRAMING FASTENING SCHEDULE
394 TABLE R804.3.1.1(1) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 10 LB PER SQ FT LIVE LOAD (NO ATTIC STORAGE) 33 KSI STEEL
395 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) 33 KSI STEEL
396 TABLE R804.3.1.1(3) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 20 LB PER SQ FT LIVE LOAD (LIMITED ATTIC STORAGE) 33 KSI STEEL
397 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) 33 KSI STEEL
398 TABLE R804.3.1.1(5) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 10 LB PER SQ FT LIVE LOAD (NO ATTIC STORAGE) 33 KSI STEEL
399 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) 33 KSI STEEL
400 TABLE R804.3.1.1(7) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 20 LB PER SQ FT LIVE LOAD (LIMITED ATTIC STORAGE 33 KSI STEEL
401 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) 33 KSI STEEL
402 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 CONNECTION
403 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
404 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
405 TABLE R804.3.2.1(1) ROOF RAFTER SPANS 33 KSI STEEL
406 TABLE R804.3.2.1(2) ROOF RAFTER SPANS 50 KSI STEEL
407 TABLE R804.3.2.1(3) BASIC WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION
FIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS
408 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 CONNECTION
FIGURE R804.3.2.4 HIP MEMBER OR RIDGE MEMBER CONNECTION
409 TABLE R804.3.3.2 HIP MEMBER SIZES, 33 KSI STEEL
TABLE R804.3.3.3 HIP SUPPORT COLUMN SIZES 33 KSI STEEL
410 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
411 TABLE R804.3.3.4(2) CONNECTION REQUIREMENTSHIP MEMBER TO HIP SUPPORT COLUMN
FIGURE R804.3.3.4(2) HIP SUPPORT COLUMN
412 TABLE R804.3.3.4(3) UPLIFT STRAP CONNECTION REQUIREMENTS HIP MEMBER TO WALL
FIGURE R804.3.3.4(3) HIP CONNECTIONS AT RIDGE
413 FIGURE R804.3.3.4(4) HIP CONNECTIONS AT RIDGE AND BOX COLUMN
414 FIGURE R804.3.3.4(5) HIP MEMBER CONNECTION AT WALL CORNER
FIGURE R804.3.6(1) ROOF OR CEILING OPENING
415 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
416 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
417 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
418 FIGURE R804.3.8(3) ROOF BLOCKING DETAIL
SECTION R805 CEILING FINISHES
SECTION R806 ROOF VENTILATION
419 TABLE R806.4 INSULATION FOR CONDENSATION CONTROL
SECTION R807 ATTIC ACCESS
421 CHAPTER 9 ROOF ASSEMBLIES
SECTION R901 GENERAL
SECTION R902 ROOF CLASSIFICATION
SECTION R903 WEATHER PROTECTION
SECTION R904 MATERIALS
422 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
423 TABLE R905.2.8.2 VALLEY LINING MATERIAL
424 TABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT
425 TABLE R905.6.5 SLATE SHINGLE HEADLAP
426 TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE R905.7.5 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS
427 TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE
428 TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS
TABLE R905.10.3(1) METAL ROOF COVERINGS STANDARDS
429 TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS
SECTION R906 ROOF INSULATION
TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION R907 REROOFING
431 CHAPTER 10 CHIMNEYS AND FIREPLACES
SECTION R1001 MASONRY FIREPLACES
432 TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS
433 FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS
434 SECTION R1002 MASONRY HEATERS
435 FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES
SECTION R1003 MASONRY CHIMNEYS
437 TABLE R1003.14(1) NET CROSS–SECTIONAL AREA OF ROUND FLUE SIZES
TABLE R1003.14(2) NET CROSS–SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
438 FIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS
439 FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES
FIGURE R1003.20 CHIMNEY CRICKET
440 TABLE R1003.20 CRICKET DIMENSIONS
SECTION R1004 FACTORY-BUILT FIREPLACES
SECTION R1005 FACTORY-BUILT CHIMNEYS
SECTION R1006 EXTERIOR AIR SUPPLY
441 PART IV — ENERGY CONSERVATION CHAPTER
CHAPTER 11 ENERGY EFFICIENCY
SECTION N1101 SCOPE, GENERAL REQUIREMENTS, AND ADDITIONAL DEFINITIONS
443 TABLE N1101.2 NORTH CAROLINA CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY COUNTY Key: A – Moist, B – Dry, C – Marine. Absence of moisture designation indicates moisture regime is irrelevant. Asterisk (*) indicates a warm-humid location.
FIGURE N1101.2(1) NORTH CAROLINA CLIMATE ZONES
444 FIGURE N1101.2(2) CLIMATE ZONES
445 TABLE N1101.5(1) DEFAULT GLAZED FENESTRATION U-FACTORS
TABLE N1101.5(2) DEFAULT DOOR U-FACTORS
TABLE N1101.5(3) DEFAULT GLAZED FENESTRATION SHGC
SECTION N1102 BUILDING THERMAL ENVELOPE
446 TABLE N1102.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT
447 TABLE N1102.1.2 EQUIVALENT U-FACTORS
TABLE N1102.2.5 STEEL-FRAME CEILING, WALL AND FLOOR INSULATION (R-VALUE)
448 TABLE N1102.2.9 WALL INSULATION ALLOWANCES FOR TERMITE TREATMENT AND INSULATION GAPS
449 TABLE N1102.4.2 AIR BARRIER INSPECTION
450 SECTION N1103 SYSTEMS
451 SECTION N1104 LIGHTING SYSTEMS
453 PART V — MECHANICAL
CHAPTERS 12 THROUGH 23 DELETED
455 PART V 2012 NORTH CAROLINA STATE BUILDING CODE: MECHANICAL CODE ABRIDGED FOR RESIDENTICAL CODE (2009 IMC® WITH NORTH CAROLINA AMENDMENTS)
457 TABLE OF CONTENTS
461 CHAPTER 1 SCOPE AND ADMINISTRATION
PART I—SCOPE AND APPLICATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY
462 PART 2—ADMINISTRATION AND ENFORCEMENT
SECTION 103 DEPARTMENT OF MECHANICAL INSPECTION
SECTION 104 DUTIES AND POWERS OF THE CODE OFFICIAL
SECTION 105 APPROVAL
SECTION 106 PERMITS
SECTION 107 INSPECTIONS AND TESTING
SECTION 108 VIOLATIONS
SECTION 109 MEANS OF APPEAL
463 SECTION 110 TEMPORARY EQUIPMENT, SYSTEMS AND USES
465 CHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS
473 CHAPTER 3 GENERAL REGULATIONS
SECTION 301 GENERAL
474 SECTION 302 PROTECTION OF STRUCTURE
SECTION 303 EQUIPMENT AND APPLIANCE LOCATION
475 SECTION 304 INSTALLATION
476 SECTION 305 PIPING SUPPORT
TABLE 305.4 PIPING SUPPORT SPACING
SECTION 306 ACCESS AND SERVICE SPACE
477 SECTION 307 CONDENSATE DISPOSAL
TABLE 307.2.2 CONDENSATE DRAIN SIZING DELETED
478 SECTION 308 CLEARANCE REDUCTION FOR UNLISTED EQUIPMENT AND UNLISTED APPLIANCES
[B] SECTION 309 TEMPERATURE CONTROL
[F] SECTION 310 EXPLOSION CONTROL DELETED
[F] SECTION 311 SMOKE AND HEAT VENTS DELETED
SECTION 312 HEATING AND COOLING LOAD CALCULATIONS
479 TABLE 308.6 CLEARANCE REDUCTION METHODS FOR UNLISTED EQUIPMENT
481 CHAPTER 4 VENTILATION
SECTION 401 GENERAL
TABLE 401.5 OPENING SIZES IN LOUVERS, GRILLES AND SCREENS PROTECTING AIR INTAKE OPENINGS
SECTION 402 NATURAL VENTILATION
SECTION 403 MECHANICAL VENTILATION
482 TABLE 403.3 MINIMUM VENTILATION RATES
SECTION 404 ENCLOSED PARKING GARAGES DELETED
SECTION 405 SYSTEMS CONTROL DELETED
SECTION 406 VENTILATION OF UNINHABITED SPACES DELETED
483 CHAPTER 5 EXHAUST SYSTEMS
SECTION 501 GENERAL
SECTION 502 REQUIRED SYSTEMS
484 SECTION 503 MOTORS AND FANS DELETED
SECTION 504 CLOTHES DRYER EXHAUST
TABLE 504.6.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH
485 SECTION 505 DOMESTIC KITCHEN EXHAUST EQUIPMENT
SECTION 506 COMMERCIAL KITCHEN HOOD VENTILATION SYSTEM DUCTS AND EXHAUST EQUIPMENT DELETED
SECTION 507 COMMERCIAL KITCHEN HOODS DELETED
SECTION 508 COMMERCIAL KITCHEN MAKEUP AIR DELETED
SECTION 509 FIRE SUPPRESSION SYSTEMS DELETED
SECTION 510 HAZARDOUS EXHAUST SYSTEMS DELETED
SECTION 511 DUST, STOCK AND REFUSE CONVEYING SYSTEMS DELETED
SECTION 512 SUBSLAB SOIL EXHAUST SYSTEMS DELETED
SECTION 513 SMOKE CONTROL SYSTEMS DELETED
SECTION 514 ENERGY RECOVERY VENTILATION SYSTEMS DELETED
487 CHAPTER 6 DUCT SYSTEMS
SECTION 601 GENERAL
SECTION 602 PLENUMS
SECTION 603 DUCT CONSTRUCTION AND INSTALLATION
489 TABLE 603.4 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESSES FOR SINGLE DWELLING UNITS
490 SECTION 604 INSULATION
491 SECTION 605 AIR FILTERS
SECTION 606 SMOKE DETECTION SYSTEMS CONTROL DELETED
[B] SECTION 607 DUCT AND TRANSFER OPENINGS DELETED
493 CHAPTER 7 COMBUSTION AIR
SECTION 701 GENERAL
495 CHAPTER 8 CHIMNEYS AND VENTS
SECTION 801 GENERAL
496 SECTION 802 VENTS
TABLE 802.2 VENT APPLICATION
497 SECTION 803 CONNECTORS
TABLE 803.9(1) MINIMUM CHIMNEY CONNECTOR THICKNESS FOR LOW-HEAT APPLIANCES
498 TABLE 803.10.4 CHIMNEY CONNECTOR SYSTEMS AND CLEARANCES TO COMBUSTIBLE WALL MATERIALS FOR DOMESTIC HEATING APPLIANCES (FOR CHIMNEY CONNECTOR SYSTEM DETAILS, SEE
APPENDIX A)
TABLE 803.10.6 CONNECTOR CLEARANCES TO COMBUSTIBLES
SECTION 804 DIRECT-VENT, INTEGRAL VENT AND MECHANICAL DRAFT SYSTEMS
499 SECTION 805 FACTORY-BUILT CHIMNEYS
SECTION 806 METAL CHIMNEYS DELETED
501 CHAPTER 9 SPECIFIC APPLIANCES, FIREPLACES AND SOLID FUEL-BURNING EQUIPMENT
SECTION 901 GENERAL
SECTION 902 MASONRY FIREPLACES
SECTION 903 FACTORY-BUILT FIREPLACES
SECTION 904 PELLET FUEL-BURNING APPLIANCES
SECTION 905 FIREPLACE STOVES AND ROOM HEATERS
SECTION 906 FACTORY-BUILT BARBECUE APPLIANCES
SECTION 907 INCINERATORS AND CREMATORIES DELETED
SECTION 908 COOLING TOWERS, EVAPORATIVE CONDENSERS AND FLUID COOLERS DELETED
SECTION 909 VENTED WALL FURNACES
502 SECTION 910 FLOOR FURNACES
SECTION 911 DUCT FURNACES DELETED
SECTION 912 INFRARED RADIANT HEATERS DELETED
SECTION 913 CLOTHES DRYERS
SECTION 914 SAUNA HEATERS
503 SECTION 915 ENGINE AND GAS TURBINE-POWERED EQUIPMENT AND APPLIANCES DELETED
SECTION 916 POOL AND SPA HEATERS
SECTION 917 COOKING APPLIANCES
SECTION 918 FORCED-AIR WARM-AIR FURNACES
504 SECTION 919 CONVERSION BURNERS
SECTION 920 UNIT HEATERS DELETED
SECTION 921 VENTED ROOM HEATERS
SECTION 922 KEROSENE AND OIL-FIRED STOVES
SECTION 923 SMALL CERAMIC KILNS DELETED
SECTION 924 STATIONARY FUEL CELL POWER SYSTEMS DELETED
SECTION 925 MASONRY HEATERS DELETED
SECTION 926 GASEOUS HYDROGEN SYSTEMS DELETED
SECTION 927 HEAT RECOVERY VENTILATORS DELETED
SECTION 928 RADIANT HEATING SYSTEMS
505 SECTION 929 BASEBOARD CONVECTORS
SECTION 930 DUCT HEATERS
507 CHAPTER 10 BOILERS, WATER HEATERS AND PRESSURE VESSELS
SECTION 1001 GENERAL
SECTION 1002 WATER HEATERS
SECTION 1003 PRESSURE VESSELS
SECTION 1004 BOILERS
508 SECTION 1005 BOILER CONNECTIONS
SECTION 1006 SAFETY AND PRESSURE RELIEF VALVES AND CONTROLS
SECTION 1007 BOILER LOW-WATER CUTOFF
SECTION 1008 STEAM BLOWOFF VALVE
SECTION 1009 HOT WATER BOILER EXPANSION TANK
509 EQUATION 10-1
SECTION 1010 GAUGES
SECTION 1011 TESTS DELETED
511 CHAPTER 11 REFRIGERATION
SECTION 1101 GENERAL
SECTION 1102 SYSTEM REQUIREMENTS
SECTION 1103 REFRIGERATION SYSTEM CLASSIFICATION DELETED
SECTION 1104 SYSTEM APPLICATION REQUIREMENTS DELETED
SECTION 1105 MACHINERY ROOM, GENERAL REQUIREMENTS DELETED
SECTION 1106 MACHINERY ROOM, SPECIAL REQUIREMENTS DELETED
SECTION 1107 REFRIGERANT PIPING
512 SECTION 1108 FIELD TEST DELETED
[F] SECTION 1109 PERIODIC TESTING DELETED
513 CHAPTER 12 HYDRONIC PIPING
SECTION 1201 GENERAL
SECTION 1202 MATERIAL
TABLE 1202.4 HYDRONIC PIPE
TABLE 1202.4—CONTINUED HYDRONIC PIPE
TABLE 1202.5 HYDRONIC PIPE FITTINGS
514 SECTION 1203 JOINTS AND CONNECTIONS
515 SECTION 1204 PIPE INSULATION
516 SECTION 1205 VALVES
SECTION 1206 PIPING INSTALLATION
SECTION 1207 TRANSFER FLUID DELETED
SECTION 1208 TESTS
517 SECTION 1209 EMBEDDED PIPING
519 CHAPTER 13 FUEL OIL PIPING AND STORAGE
SECTION 1301 GENERAL
SECTION 1302 MATERIAL
TABLE 1302.3 FUEL OIL PIPING
SECTION 1303 JOINTS AND CONNECTIONS
520 SECTION 1304 PIPING SUPPORT
SECTION 1305 FUEL OIL SYSTEM INSTALLATION
521 SECTION 1306 OIL GAUGING
SECTION 1307 FUEL OIL VALVES
SECTION 1308 TESTING
SECTION 1309 OIL TANKS FOR ONE AND TWO-FAMILY DWELLINGS AND TOWNHOUSES
523 CHAPTER 14 SOLAR SYSTEMS
SECTION 1401 GENERAL
SECTION 1402 INSTALLATION
524 SECTION 1403 HEAT TRANSFER FLUIDS
SECTION 1404 MATERIALS
525 CHAPTER 15 REFERENCED STANDARDS
ACCA
AHRI
ANSI
ASHRAE
ASME
526 ASSE
ASTM
527 AWS
528 AWWA
CSA
DOL
FS
ICC
529 IIAR
MSS
NAIMA
NFPA
530 SMACNA
UL
533 APPENDIX A COMBUSTION AIR OPENINGS AND CHIMNEY CONNECTOR PASS-THROUGHS
FIGURE A-1 ALL AIR FROM INSIDE THE BUILDING DELETED.
FIGURE A-2 ALL AIR FROM OUTDOORS—INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC DELETED.
FIGURE A-3 ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC DELETED.
FIGURE A-4 ALL AIR FROM OUTDOORS THROUGH HORIZONTAL DUCTS OR DIRECT OPENINGS DELETED.
534 FIGURE A-5 CHIMNEY CONNECTOR SYSTEMS
535 FIGURE A-5—CONTINUED CHIMNEY CONNECTOR SYSTEMS
537 APPENDIX B RECOMMENDED PERMIT FEE SCHEDULE DELETED
539 PART VI — FUEL GAS
CHAPTER 24 DELETED
541 PART VI 2012 NORTH CAROLINA STATE BUILDING CODE: FUEL GAS CODE ABRIDGED FOR RESIDENTIAL CODE (2009 IFGC® WITH NORTH CAROLINA AMENDMENTS)
543 TABLE OF CONTENTS
545 CHAPTER 1 SCOPE AND ADMINISTRATION
PART 1—SCOPE AND APPLICATION
SECTION 101 (IFGC) GENERAL
546 SECTION 102 (IFGC) APPLICABILITY
SECTION 103 (IFGC) DEPARTMENT OF INSPECTION
SECTION 104 (IFGC) DUTIES AND POWERS OF THE CODE OFFICIAL
SECTION 105 (IFGC) APPROVAL
547 SECTION 106 (IFGC) PERMITS
SECTION 107 (IFGC) INSPECTIONS AND TESTING
SECTION 108 (IFGC) VIOLATIONS
SECTION 109 (IFGC) MEANS OF APPEAL
SECTION 110 (IFGC) TEMPORARY EQUIPMENT, SYSTEMS AND USES
549 CHAPTER 2 DEFINITIONS
SECTION 201 (IFGC) GENERAL
SECTION 202 (IFGC) GENERAL DEFINITIONS
557 CHAPTER 3 GENERAL REGULATIONS
SECTION 301 (IFGC) GENERAL
558 SECTION 302 (IFGC) STRUCTURAL SAFETY
SECTION 303 (IFGC) APPLIANCE LOCATION
559 SECTION 304 (IFGS) COMBUSTION, VENTILATION AND DILUTION AIR
EQUATION 3-1
EQUATION 3-2
560 FIGURE 304.5.3 ALL AIR FROM INSIDE THE BUILDING (SEE SECTION 304.5.3)
FIGURE 304.6.1(1) ALL AIR FROM OUTDOORS—INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC (SEE SECTION 304.6.1)
FIGURE 304.6.1(2) ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC (SEE SECTION 304.6.1)
561 FIGURE 304.6.1(3) ALL AIR FROM OUTDOORS (SEE SECTION 304.6.1)
FIGURE 304.6.2 SINGLE COMBUSTION AIR OPENING, ALL AIR FROM THE OUTDOORS (SEE SECTION 304.6.2)
562 SECTION 305 (IFGC) INSTALLATION
563 SECTION 306 (IFGC) ACCESS AND SERVICE SPACE
564 SECTION 307 (IFGC) CONDENSATE DISPOSAL
SECTION 308 (IFGS) CLEARANCE REDUCTION FOR UNLISTED EQUIPMENT
565 SECTION 309 (IFGC) ELECTRICAL
SECTION 310 (IFGS) ELECTRICAL BONDING
566 TABLE 308.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION
567 FIGURE 308.2(1) EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM APPLIANCE OR VENT CONNECTIONS
FIGURE 308.2(2) WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
FIGURE 308.2(3) MASONRY CLEARANCE REDUCTION SYSTEM
569 CHAPTER 4 GAS PIPING INSTALLATIONS
SECTION 401 (IFGC) GENERAL
SECTION 402 (IFGS) PIPE SIZING
EQUATION 4-1
570 EQUATION 4-2
TABLE 402.2 APPROXIMATE GAS INPUT FOR TYPICAL APPLIANCES
TABLE 402.4 C, AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS
TABLE 402.4(1) SCHEDULE 40 METALLIC PIPE DELETED
TABLE 402.4(4) SCHEDULE 40 METALLIC PIPE DELETED
TABLE 402.4(6) SEMIRIGID COPPER TUBING DELETED
TABLE 402.4(9) SEMIRIGID COPPER TUBING DELETED
TABLE 402.4(11) SEMIRIGID COPPER TUBING DELETED
TABLE 402.4(14) CORRUGATED STAINLESS STEEL TUBING (CSST) DELETED
TABLE 402.4(15) CORRUGATED STAINLESS STEEL TUBING (CSST) DELETED
TABLE 402.4(18) POLYETHYLENE PLASTIC PIPE DELETED
TABLE 402.4(21) POLYETHYLENE PLASTIC TUBING DELETED
571 TABLE 402.4(2) SCHEDULE 40 METALLIC PIPE
572 TABLE 402.4(3) SCHEDULE 40 METALLIC PIPE
573 TABLE 402.4(5) SCHEDULE 40 METALLIC PIPE
574 TABLE 402.4(7) SEMIRIGID COPPER TUBING
575 TABLE 402.4(8) SEMIRIGID COPPER TUBING
576 TABLE 402.4(10) SEMIRIGID COPPER TUBING
577 TABLE 402.4(12) SEMIRIGID COPPER TUBING
578 TABLE 402.4(13) CORRUGATED STAINLESS STEEL TUBING (CSST)
579 TABLE 402.4(16) CORRUGATED STAINLESS STEEL TUBING (CSST)
580 TABLE 402.4(17) CORRUGATED STAINLESS STEEL TUBING (CSST)
581 TABLE 402.4(19) POLYETHYLENE PLASTIC PIPE
582 TABLE 402.4(20) POLYETHYLENE PLASTIC PIPE
583 TABLE 402.4(22) POLYETHYLENE PLASTIC TUBING
584 TABLE 402.4(23) SCHEDULE 40 METALLIC PIPE
585 TABLE 402.4(24) SCHEDULE 40 METALLIC PIPE
586 TABLE 402.4(25) SCHEDULE 40 METALLIC PIPE
587 TABLE 402.4(26) SCHEDULE 40 METALLIC PIPE
588 TABLE 402.4(27) SEMIRIGID COPPER TUBING
589 TABLE 402.4(28) SEMIRIGID COPPER TUBING
590 TABLE 402.4(29) SEMIRIGID COPPER TUBING
591 TABLE 402.4(30) CORRUGATED STAINLESS STEEL TUBING (CSST)
592 TABLE 402.4(31) CORRUGATED STAINLESS STEEL TUBING (CSST)
593 TABLE 402.4(32) CORRUGATED STAINLESS STEEL TUBING (CSST)
594 TABLE 402.4(33) POLYETHYLENE PLASTIC PIPE
595 TABLE 402.4(34) POLYETHYLENE PLASTIC PIPE
596 TABLE 402.4(35) POLYETHYLENE PLASTIC TUBING
597 TABLE 402.4(36) POLYETHYLENE PLASTIC PIPE SIZING BETWEEN FIRST STAGE AND SECOND STAGE REGULATOR
598 TABLE 402.4(37) POLYETHYLENE PLASTIC TUBE SIZING
599 SECTION 403 (IFGS) PIPING MATERIALS
600 TABLE 403.9.2 SPECIFICATIONS FOR THREADING METALLIC PIPE
601 SECTION 404 (IFGC) PIPING SYSTEM INSTALLATION
602 SECTION 405 (IFGS) PIPING BENDS AND CHANGES IN DIRECTION
603 SECTION 406 (IFGS) INSPECTION, TESTING AND PURGING
604 SECTION 407 (IFGC) PIPING SUPPORT
605 SECTION 408 (IFGC) DRIPS AND SLOPED PIPING
SECTION 409 (IFGC) SHUTOFF VALVES
TABLE 409.1.1 MANUAL GAS VALVE STANDARDS
SECTION 410 (IFGC) FLOW CONTROLS
606 SECTION 411 (IFGC) APPLIANCE AND MANUFACTURED HOME CONNECTIONS
607 SECTION 412 (IFGC) LIQUEFIED PETROLEUM GAS MOTOR VEHICLE FUEL-DISPENSING FACILITIES DELETED
SECTION 413 (IFGC) COMPRESSED NATURAL GAS MOTOR VEHICLE FUEL-DISPENSING FACILITIES DELETED
SECTION 414 (IFGC) SUPPLEMENTAL AND STANDBY GAS SUPPLY DELETED
SECTION 415 (IFGS) PIPING SUPPORT INTERVALS
TABLE 415.1 SUPPORT OF PIPING
SECTION 416 (IFGS) OVERPRESSURE PROTECTION DEVICES
609 CHAPTER 5 CHIMNEYS AND VENTS
SECTION 501 (IFGC) GENERAL
610 SECTION 502 (IFGC) VENTS
611 SECTION 503 (IFGS) VENTING OF APPLIANCES
612 TABLE 503.4 TYPE OF VENTING SYSTEM TO BE USED
613 FIGURE 503.5.4 TYPICAL TERMINATION LOCATIONS FOR CHIMNEYS AND SINGLE-WALL METAL PIPES SERVING RESIDENTIAL-TYPE AND LOW-HEAT APPLIANCES
615 FIGURE 503.6.4 TERMINATION LOCATIONS FOR GAS VENTS WITH LISTED CAPS 12 INCHES OR LESS IN SIZE AT LEAST 8 FEET FROM A VERTICAL WALL
617 TABLE 503.10.2.4 MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES
618 TABLE 503.10.5 CLEARANCES FOR CONNECTORS
620 SECTION 504 (IFGS) SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS
622 TABLE 504.2(1) TYPE B DOUBLE-WALL GAS VENT
623 TABLE 504.2(1)—CONTINUED TYPE B DOUBLE-WALL GAS VENT
624 TABLE 504.2(1)—CONTINUED TYPE B DOUBLE-WALL GAS VENT
625 TABLE 504.2(1)—CONTINUED TYPE B DOUBLE-WALL GAS VENT
626 TABLE 504.2(2) TYPE B DOUBLE-WALL GAS VENT
627 TABLE 504.2(2)—CONTINUED TYPE B DOUBLE-WALL GAS VENT
628 TABLE 504.2(3) MASONRY CHIMNEY
629 TABLE 504.2(3)—CONTINUED MASONRY CHIMNEY
630 TABLE 504.2(4) MASONRY CHIMNEY
631 TABLE 504.2(4)—CONTINUED MASONRY CHIMNEY
632 TABLE 504.2(5) SINGLE-WALL METAL PIPE OR TYPE B ASBESTOS CEMENT VENT
633 TABLE 504.2(6) EXTERIOR MASONRY CHIMNEY
634 TABLE 504.3.2 MAXIMUM VENT CONNECTOR LENGTH
636 SECTION 505 (IFGC) DIRECT-VENT, INTEGRAL VENT, MECHANICAL VENT AND VENTILATION/EXHAUST HOOD VENTING
SECTION 506 (IFGC) FACTORY-BUILT CHIMNEYS
637 TABLE 504.3(1) TYPE B DOUBLE-WALL VENT
638 TABLE 504.3(1)—CONTINUED TYPE B DOUBLE-WALL VENT
639 TABLE 504.3(2) TYPE B DOUBLE-WALL VENT
640 TABLE 504.3(3) MASONRY CHIMNEY
641 TABLE 504.3(4) MASONRY CHIMNEY
642 TABLE 504.3(5) SINGLE-WALL METAL PIPE OR TYPE ASBESTOS CEMENT VENT
643 TABLE 504.3(6A) EXTERIOR MASONRY CHIMNEY
TABLE 504.3(6B) EXTERIOR MASONRY CHIMNEY
TABLE 504.3(6B) EXTERIOR MASONRY CHIMNEY—CONTINUED
644 TABLE 504.3(7A) EXTERIOR MASONRY CHIMNEY
TABLE 504.3(7B) EXTERIOR MASONRY CHIMNEY
TABLE 504.3(7B) EXTERIOR MASONRY CHIMNEY—CONTINUED
645 CHAPTER 6 SPECIFIC APPLIANCES
SECTION 601 (IFGC) GENERAL
SECTION 602 (IFGC) DECORATIVE APPLIANCES FOR INSTALLATION IN FIREPLACES
SECTION 603 (IFGC) LOG LIGHTERS
SECTION 604 (IFGC) VENTED GAS FIREPLACES (DECORATIVE APPLIANCES)
SECTION 605 (IFGC) VENTED GAS FIREPLACE HEATERS
SECTION 606 (IFGC) INCINERATORS AND CREMATORIES DELETED
SECTION 607 (IFGC) COMMERCIAL-INDUSTRIAL INCINERATORS DELETED
SECTION 608 (IFGC) VENTED WALL FURNACES
SECTION 609 (IFGC) FLOOR FURNACES
646 SECTION 610 (IFGC) DUCT FURNACES
SECTION 611 (IFGC) NONRECIRCULATING DIRECT-FIRED INDUSTRIAL AIR HEATERS DELETED
SECTION 612 (IFGC) RECIRCULATING DIRECT-FIRED INDUSTRIAL AIR HEATERS DELETED
SECTION 613 (IFGC) CLOTHES DRYERS
SECTION 614 (IFGC) CLOTHES DRYER EXHAUST
647 SECTION 615 (IFGC) SAUNA HEATERS
648 [M] TABLE 614.6.5.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH
SECTION 616 (IFGC) ENGINE AND GAS TURBINE-POWERED EQUIPMENT
SECTION 617 (IFGC) POOL AND SPA HEATERS
SECTION 618 (IFGC) FORCED-AIR WARM-AIR FURNACES
650 SECTION 619 (IFGC) CONVERSION BURNERS
SECTION 620 (IFGC) UNIT HEATERS DELETED
SECTION 621 (IFGC) UNVENTED ROOM HEATERS
SECTION 622 (IFGC) VENTED ROOM HEATERS
SECTION 623 (IFGC) COOKING APPLIANCES
651 SECTION 624 (IFGC) WATER HEATERS
SECTION 625 (IFGC) REFRIGERATORS DELETED
SECTION 626 (IFGC) GAS-FIRED TOILETS DELETED
SECTION 627 (IFGC) AIR-CONDITIONING APPLIANCES
SECTION 628 (IFGC) ILLUMINATING APPLIANCES
SECTION 629 (IFGC) SMALL CERAMIC KILNS
652 SECTION 630 (IFGC) INFRARED RADIANT HEATERS
SECTION 631 (IFGC) BOILERS
SECTION 632 (IFGC) EQUIPMENT INSTALLED IN EXISTING UNLISTED BOILERS DELETED
SECTION 633 (IFGC) STATIONARY FUEL-CELL POWER SYSTEMS DELETED
SECTION 634 (IFGS) CHIMNEY DAMPER OPENING AREA DELETED
SECTION 635 (IFGC) GASEOUS HYDROGEN SYSTEMS DELETED
653 CHAPTER 7 GASEOUS HYDROGEN SYSTEMS DELETED
655 IFGC/IFGS CHAPTER 8 REFERENCED STANDARDS
ANSI
656 ASME
ASTM
CGA
CSA
657 DOTn
ICC
MSS
NFPA
658 UL
659 APPENDIX A (IFGS) SIZING AND CAPACITIES OF GAS PIPING
A.1 GENERAL PIPING CONSIDERATIONS
A.2 DESCRIPTIONS OF TABLES
660 TABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
661 TABLE A.2.2—CONTINUED EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
662 TABLE A.2.4 MULTIPLIERS TO BE USED WITH TABLES 402.4(1) THROUGH 402.4(22) WHERE THE SPECIFIC GRAVITY OF THE GAS IS OTHER THAN 0.
A.3 USE OF CAPACITY TABLES
664 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
665 A.5 PIPE AND TUBE DIAMETERS
TABLE A.5.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES
TABLE A.5.2 COPPER TUBE STANDARD SIZES
A.6 USE OF SIZING CHARTS
666 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)
667 A.7 EXAMPLES OF PIPING SYSTEM DESIGN AND SIZING
FIGURE A.7.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM
668 FIGURE A.7.2 PIPING PLAN SHOWING A CSST SYSTEM
FIGURE A.7.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM
669 FIGURE A.7.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM
671 APPENDIX B (IFGS) SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES, AND APPLIANC
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
672 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
673 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
674 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
675 FIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE
FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE
676 EXAMPLES USING COMMON VENTING TABLES
FIGURE B-17 (EXAMPLE 4) COMMON VENTING TWO DRAFTHOOD 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
678 TABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTS
679 FIGURE B-19
681 APPENDIX C (IFGS) EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS
APPENDIX C (IFGS) EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS
683 APPENDIX D (IFGS) RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION
685 PART VII — PLUMBING
CHAPTERS 25 THROUGH 33 DELETED
687 PART VII 2012 NORTH CAROLINA STATE BUILDING CODE: ABRIDGED FOR RESIDENTIAL CODE (2009 IPC® WITH NORTH CAROLINA AMENDMENTS)
689 TABLE OF CONTENTS
693 CHAPTER 1 SCOPE AND ADMINISTRATION
PART 1—SCOPE AND APPLICATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY
694 SECTION 103 DEPARTMENT OF PLUMBING INSPECTION
SECTION 104 DUTIES AND POWERS OF THE CODE OFFICIAL
SECTION 105 APPROVAL
695 SECTION 106 PERMITS
SECTION 107 INSPECTIONS AND TESTING
SECTION 108 VIOLATIONS
SECTION 109 MEANS OF APPEAL
SECTION 110 TEMPORARY EQUIPMENT, SYSTEMS AND USES
697 CHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS
705 CHAPTER 3 GENERAL REGULATIONS
SECTION 301 GENERAL
SECTION 302 EXCLUSION OF MATERIALS DETRIMENTAL TO THE SEWER SYSTEM
SECTION 303 MATERIALS
SECTION 304 RODENTPROOFING
706 TABLE 303.4 PRODUCTS AND MATERIALS REQUIRING THIRD-PARTY TESTING AND THIRD-PARTY CERTIFICATION
SECTION 305 PROTECTION OF PIPES AND PLUMBING SYSTEM COMPONENTS
707 SECTION 306 TRENCHING, EXCAVATION AND BACKFILL
SECTION 307 STRUCTURAL SAFETY
SECTION 308 PIPING SUPPORT
708 TABLE 308.5 HANGER SPACING
SECTION 309 FLOOD HAZARD RESISTANCE
709 SECTION 310 WASHROOM AND TOILET ROOM REQUIREMENTS DELETED
SECTION 311 TOILET FACILITIES FOR WORKERS
SECTION 312 TESTS AND INSPECTIONS
710 SECTION 313 EQUIPMENT EFFICIENCIES
SECTION 314 CONDENSATE DISPOSAL
711 CHAPTER 4 FIXTURES, FAUCETS AND FIXTURE FITTINGS
SECTION 401 GENERAL
SECTION 402 FIXTURE MATERIALS
SECTION 403 MINIMUM PLUMBING FACILITIES
TABLE 403.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESA (SEE SECTIONS 403.2 AND 403.3)
SECTION 404 ACCESSIBLE PLUMBING FACILITIES DELETED
SECTION 405 INSTALLATION OF FIXTURES
712 SECTION 406 AUTOMATIC CLOTHES WASHERS
SECTION 407 BATHTUBS
713 SECTION 408 BIDETS
SECTION 409 DISHWASHING MACHINES
SECTION 410 DRINKING FOUNTAINS
SECTION 411 EMERGENCY SHOWERS AND EYEWASH STATIONS DELETED
SECTION 412 FLOOR AND TRENCH DRAINS
SECTION 413 FOOD WASTE GRINDER UNITS
SECTION 414 GARBAGE CAN WASHERS DELETED
SECTION 415 LAUNDRY TRAYS
714 SECTION 416 LAVATORIES
SECTION 417 SHOWERS
TABLE 417.4 PREFABRICATED SHOWER RECEPTOR STANDARDS MATERIALS STANDARDS
715 SECTION 418 SINKS
SECTION 419 URINALS DELETED
SECTION 420 WATER CLOSETS
SECTION 421 WHIRLPOOL BATHTUBS
SECTION 422 HEALTH CARE FIXTURES AND EQUIPMENT DELETED
SECTION 423 SPECIALTY PLUMBING FIXTURES
716 SECTION 424 FAUCETS AND OTHER FIXTURE FITTINGS
SECTION 425 FLUSHING DEVICES FOR WATER CLOSETS AND URINALS
717 SECTION 426 MANUAL FOOD AND BEVERAGE DISPENSING EQUIPMENT DELETED
SECTION 427 FLOOR SINKS DELETED
719 CHAPTER 5 WATER HEATERS
SECTION 501 GENERAL
720 SECTION 502 INSTALLATION
SECTION 503 CONNECTIONS
721 SECTION 504 SAFETY DEVICES
SECTION 505 INSULATION
723 CHAPTER 6 WATER SUPPLY AND DISTRIBUTION
SECTION 601 GENERAL
SECTION 602 WATER REQUIRED
SECTION 603 WATER SERVICE
SECTION 604 DESIGN OF BUILDING WATER DISTRIBUTION SYSTEM
724 TABLE 604.3 WATER DISTRIBUTION SYSTEM DESIGN CRITERIA REQUIRED CAPACITY AT FIXTURE SUPPLY PIPE OUTLETS
TABLE 604.4 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGS
TABLE 604.5 MINIMUM SIZES OF FIXTURE WATER SUPPLY PIPES
725 TABLE 604.10.1 MANIFOLD SIZING
SECTION 605 MATERIALS, JOINTS AND CONNECTIONS
726 TABLE 605.3 WATER SERVICE PIPE
727 TABLE 605.4 WATER DISTRIBUTION PIPE
TABLE 605.8 MANUFACTURED PIPE NIPPLES
728 TABLE 605.5 PIPE FITTINGS
730 SECTION 606 INSTALLATION OF THE BUILDING WATER DISTRIBUTION SYSTEM
731 TABLE 606.5.4 SIZES FOR OVERFLOW PIPES FOR WATER SUPPLY TANKS
TABLE 606.5.7 SIZE OF DRAIN PIPES FOR WATER TANKS
732 SECTION 607 HOT WATER SUPPLY SYSTEM
SECTION 608 PROTECTION OF POTABLE WATER SUPPLY
733 TABLE 608.1 APPLICATION OF BACKFLOW PREVENTERS
734 TABLE 608.8.3 SIZE OF PIPE IDENTIFICATION
735 TABLE 608.15.1 MINIMUM REQUIRED AIR GAPS
736 SECTION 609 HEALTH CARE PLUMBING DELETED
SECTION 610 DISINFECTION OF POTABLE WATER SYSTEM
SECTION 611 DRINKING WATER TREATMENT UNITS
737 SECTION 612 SOLAR SYSTEMS
SECTION 613 TEMPERATURE CONTROL DEVICES AND VALVES
SECTION 614 PARTIAL FIRE SPRINKLER PROTECTION IN ONE- AND TWO-FAMILY DWELLINGS
SECTION 615 FULL FIRE SPRINKLER PROTECTION IN ONEAND TWO-FAMILY DWELLINGS
739 CHAPTER 7 SANITARY DRAINAGE
SECTION 701 GENERAL
SECTION 702 MATERIALS
TABLE 702.1 ABOVE-GROUND DRAINAGE AND VENT PIPE
740 TABLE 702.2 UNDERGROUND BUILDING DRAINAGE AND VENT PIPE
TABLE 702.3 BUILDING SEWER PIPE
741 TABLE 702.4 PIPE FITTINGS
SECTION 703 BUILDING SEWER
SECTION 704 DRAINAGE PIPING INSTALLATION
TABLE 704.1 SLOPE OF HORIZONTAL DRAINAGE PIPE
SECTION 705 JOINTS
744 TABLE 705.21 CAULKING FERRULE SPECIFICATIONS
TABLE 705.22 SOLDERING BUSHING SPECIFICATIONS
SECTION 706 CONNECTIONS BETWEEN DRAINAGE PIPING AND FITTINGS
745 TABLE 706.3 FITTINGS FOR CHANGE IN DIRECTION
SECTION 707 PROHIBITED JOINTS AND CONNECTIONS
SECTION 708 CLEANOUTS
746 SECTION 709 FIXTURE UNITS
TABLE 709.2 DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS
SECTION 710 DRAINAGE SYSTEM SIZING
747 TABLE 709.1 DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS
748 TABLE 710.1(1) BUILDING DRAINS AND SEWERS
TABLE 710.1(2) HORIZONTAL FIXTURE BRANCHES AND STACKS
749 SECTION 711 OFFSETS IN DRAINAGE PIPING IN BUILDINGS OF FIVE STORIES OR MORE DELETED
SECTION 712 SUMPS AND EJECTORS
TABLE 712.4.2 MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR
SECTION 713 HEALTH CARE PLUMBING DELETED
SECTION 714 COMPUTERIZED DRAINAGE DESIGN DELETED
750 SECTION 715 BACKWATER VALVES
751 CHAPTER 8 INDIRECT/SPECIAL WASTE
SECTION 801 GENERAL DELETED
SECTION 802 INDIRECT WASTES
SECTION 803 SPECIAL WASTES DELETED
SECTION 804 MATERIALS, JOINTS AND CONNECTIONS DELETED
753 CHAPTER 9 VENTS
SECTION 901 GENERAL
SECTION 902 MATERIALS
SECTION 903 OUTDOOR VENT EXTENSION
SECTION 904 VENT TERMINALS
754 SECTION 905 VENT CONNECTIONS AND GRADES
SECTION 906 FIXTURE VENTS
TABLE 906.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT
SECTION 907 INDIVIDUAL VENT
SECTION 908 COMMON VENT
TABLE 908.3 COMMON VENT SIZES
SECTION 909 WET VENTING
755 TABLE 909.3 WET VENT SIZE
TABLE 909.4 SIZE OF VENT STACK
SECTION 910 WASTE STACK VENT
TABLE 910.4 WASTE STACK VENT SIZE
756 SECTION 911 CIRCUIT VENTING
SECTION 912 COMBINATION WASTE DRAIN AND VENT SYSTEM DELETED
SECTION 913 ISLAND FIXTURE VENTING
SECTION 914 RELIEF VENTS—STACKS OF MORE THAN 10 BRANCH INTERVALS DELETED
SECTION 915 VENTS FOR STACK OFFSETS DELETED
SECTION 916 VENT PIPE SIZING
757 TABLE 916.5.1 SIZE AND LENGTH OF SUMP VENTS
SECTION 917 AIR ADMITTANCE VALVES DELETED
SECTION 918 ENGINEERED VENT SYSTEMS DELETED
SECTION 919 COMPUTERIZED VENT DESIGN DELETED
SECTION 920 SINGLE STACK PLUMBING SYSTEMS (SOVENT)
759 CHAPTER 10 TRAPS, INTERCEPTORS AND SEPARATORS
SECTION 1001 GENERAL
SECTION 1002 TRAP REQUIREMENTS
SECTION 1003 INTERCEPTORS AND SEPARATORS DELETED
SECTION 1004 MATERIALS, JOINTS AND CONNECTIONS
761 CHAPTER 11 STORM DRAINAGE DELETED
763 CHAPTER 12 SPECIAL PIPING AND STORAGE SYSTEMS DELETED
765 CHAPTER 13 REFERENCED STANDARDS
ANSI
AHRI
ASME
766 ASSE
768 ASTM
770 AWS
AWWA
771 CISPI
CSA
772 ICC
ISEA
NFPA
773 NSF
PDI
UL
775 APPENDIX A PLUMBING PERMIT FEE SCHEDULE
777 APPENDIX B RATES OF RAINFALL FOR VARIOUS CITIES
779 APPENDIX C GRAY WATER RECYCLING SYSTEMS
SECTION C101 GENERAL
SECTION C102 SYSTEMS FOR FLUSHING WATER CLOSETS AND URINALS
780 SECTION C103 SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS DELETED
781 FIGURE 1 GRAY WATER RECYCLING SYSTEM FOR SUBSURFACE LANDSCAPE IRRIGATION
782 FIGURE 2 GRAY WATER RECYCLING SYSTEM FOR FLUSHING WATER CLOSETS AND URINALS
783 APPENDIX C1 RAIN WATER RECYCLING SYSTEMS
SECTION C1-101 GENERAL
SECTION C1-102 SYSTEMS FOR FLUSHING WATER CLOSETS AND URINALS
785 APPENDIX D DEGREE DAY AND DESIGN TEMPERATURES DELETED
787 APPENDIX E SIZING OF WATER PIPING SYSTEM
SECTION E101 GENERAL
SECTION E102 INFORMATION REQUIRED
SECTION E103 SELECTION OF PIPE SIZE
791 TABLE E.1
TABLE E.2
792 FIGURE E103.3(1) EXAMPLE-SIZING
793 TABLE E103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS
794 TABLE E103.3(2) LOAD VALUES ASSIGNED TO FIXTURES
795 TABLE E103.3(3) TABLE FOR ESTIMATING DEMAND
796 TABLE E103.3(3)—CONTINUED TABLE FOR ESTIMATING DEMAND
TABLE E103.3(4) LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH (PSI)
797 TABLE E103.3(5) ALLOWANCE IN EQUIVALENT LENGTHS OF PIPE FOR FRICTION LOSS IN VALVES AND THREADED FITTINGS (FEET)
TABLE E103.3(6) PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEA (FEET)
798 FIGURE E103.3(2) FRICTION LOSS IN SMOOTH PIPE (TYPE K, ASTM B 88 COPPER TUBING)
799 FIGURE E103.3(3) FRICTION LOSS IN SMOOTH PIPE (TYPE L, ASTM B 88 COPPER TUBING)
800 FIGURE E103.3(4) FRICTION LOSS IN SMOOTH PIPE (TYPE M, ASTM B 88 COPPER TUBING)
801 FIGURE E103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPE
802 FIGURE E103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPE
803 FIGURE E103.3(7) FRICTION LOSS IN FAIRLY ROUGH PIPE
804 SECTION E201 SELECTION OF PIPE SIZE
SECTION E202 DETERMINATION OF PIPE VOLUMES
805 TABLE E201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (W.S.F.U.)
806 TABLE E201.1—CONTINUED MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (W.
807 TABLE E202.1 INTERNAL VOLUME OF VARIOUS WATER DISTRIBUTION TUBING
809 APPENDIX F STRUCTURAL SAFETY
SECTION F101 CUTTING, NOTCHING AND BORING IN WOOD MEMBERS
811 APPENDIX G VACUUM DRAINAGE SYSTEM
SECTION G101 VACUUM DRAINAGE SYSTEM
813 APPENDIX H RODENTPROOFING
815 PART VIII — ELECTRICAL CHAPTERS
CHAPTERS 34 THROUGH 43 DELETED
817 PART VIII 2012 NORTH CAROLINA STATE BUILIDNG CODE: ELECTRICAL CODE ABRIDGED FOR RESIDENTIAL CODE (2011 NEC® WITH NORTH CAROLINA AMENDMENTS)
819 TABLE OF CONTENTS
823 ARTICLE 10 – ADMINISTRATIVE SECTION
10.1 TITLE
10.2 SCOPE
10.3 PURPOSE
10.4 ADMINISTRATION
10.5 DEFINITION
10.6 APPLICATION OF CODE TO EXISTING BUILDINGS
10.7 SERVICE UTILITIES
824 10.8 TEMPORARY POWER
10.9 REQUIREMENTS OF OTHER STATE AGENCIES OCCUPATIONAL LICENSING BOARDS OR COMMISSIONS
825 AMENDMENT 210.8(A)(3)
826 AMENDMENT 250.50
827 AMENDMENT 334.15(C)
829 PART IX—REFERENCED STANDARDS
CHAPTER 44 REFERENCED STANDARDS
AAMA
ACI
ACCA
830 AFPA
AISI
AITC
ANSI
831 APA
APSP
832 ASCE/SEI
ASHRAE
ASME
833 ASSE
834 ASTM
842 AWPA
AWS
AWWA
CGSB
843 CISPI
CPA
CPSC
CSA
844 CSSB
DASMA
845 DOC
DOTn
FEMA
FM
GA
846 HPVA
ICC
ISO
MSS
NAIMA
847 NCMA
NFPA
NFRC
NSF
848 PCA
SMACNA
TMS
TPI
UL
849 ULC
US-FTC
850 WDMA
851 CHAPTER 45 HIGH WIND ZONES
SECTION R4501 GENERAL
SECTION R4502 DESIGN PRESSURE FOR DOORS AND WINDOWS
TABLE R4502(A) DESIGN PRESSURES FOR DOORS AND WINDOWSA,
TABLE R4502(B) DESIGN PRESSURES (IN PSF) GARAGE DOORS
SECTION R4503 FOOTINGS
TABLE R4503.2.1 FOOTINGS TO RESIST UPLIFT FROM PIERS IN 120 AND 130 MPH WIND ZONES SUPPORTING GIRDERS IN EXTERIOR WALLS
852 SECTION R4504 WALL AND FOUNDATION ANCHORAGE
TABLE R4504.1 STRUCTURAL ANCHORAGE
TABLES R4504.1.1 WALL REINFORCEMENT OR CONTINUOUS ANCHORAGE
SECTION R4505 WALL CONSTRUCTION
853 TABLE R4505(A) STUDS IN 110, 120, AND 130 MPH ZONES
TABLE R4505(B)
854 SECTION R4506 STRUCTURAL BRACING
SECTION R4507 MASONRY WALL CONSTRUCTION
TABLE R4507.1A H/T LATERAL SUPPORT RATIOS FOR UNREINFORCED EXTERIOR MASONRY WALLS
855 TABLE R4507.1B H/T LATERAL SUPPORT RATIOS FOR UNREINFORCED EXTERIOR MASONRY WALLS
SECTION R4508 ROOF TIE DOWN
TABLE R4508.2 ROOF TIE DOWN REQUIREMENTS ALONG EXTERIOR WALLS (PLF)
TABLE R4508.4 UPLIFT CAPACITY OF WOOD STRUCTURAL PANEL SHEATHING USED TO RESIST BOTH LATERAL LOAD AND UPLIFT
856 FIGURE R4504.3(A) CONTINUOUS VENEER PIER/CURTAIN WALL
857 FIGURE R4504.3(B) CONTINUOUS VENEER PIER/CURTAIN WALL
858 FIGURE R4504.3(C) VENEER SHIRT WALL PIER/CURTAIN WALL
859 FIGURE R4504.3(D) VENEER SHIRT WALL PIER/CURTAIN WALL
860 FIGURE R4506.5 GABLE ENDWALL BALLOON FRAMING PREFERRED METHOD
861 FIGURE R4506.7(A) OVERHANG AT ENDWALLS
862 FIGURE R4506.7A—CONTINUED OVERHANG AT ENDWALLS
863 FIGURE R4506.7B GABLE END OVERHANG
864 FIGURE R4506.7(C) GABLE END OVERHANG
865 FIGURE R4506.8 ROOF SHEATHING ATTACHMENT PLAN
866 FIGURE R4507.1(A) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION WHERE WIND ZONES ARE 120 MPH OR GREATER
867 FIGURE R4507.1(B) REQUIREMENTS FOR REINFORCED HOLLOW-UNIT MASONRY CONSTRUCTION WHERE WIND ZONES ARE 120 MPH OR GREATER
868 FIGURE R4508.4 PANEL ATTACHMENT TO COUNTER UPLIFT HORIZONTAL OR VERTICAL
869 CHAPTER 46 COASTAL AND FLOOD PLAIN CONSTRUCTION STANDARDS
SECTION R4601 PURPOSE, APPLICATION AND SCOPE
SECTION R4602 DEFINITIONS
SECTION R4603 PILING STANDARDS
870 FIGURE R4603.6(A) ELEVATIONS
(SHOWING POSSIBLE ARRANGEMENT OF X-BRACING IN LINE) (G AND H SIMILAR)
FIGURE R4603.6(B) ELEVATIONS (SHOWING POSSIBLE ARRANGEMENT OF X-BRACING IN LINE) (G AND H SIMILAR)
871 FIGURE R4605.3(A) TWO-STORY WALL SECTION (TYPICAL)
872 FIGURE R4605.3(B)
873 SECTION R4604 ELEVATION STANDARDS
SECTION R4605 CONSTRUCTION MATERIALS AND METHODS STANDARDS
874 TABLE R4605.5A CORROSION RESISTANCE (APPLIES ONLY TO STRUCTURE LOCATED IN COASTAL HIGH-HAZARD AREAS AND OCEAN HAZARD AREAS)
875 APPENDIX A SIZING AND CAPACITIES OF GAS PIPING DELETED
877 APPENDIX B SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES, AND APPLIANCES LISTED
879 APPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS DELETED
881 APPENDIX D RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION DELETED
883 APPENDICES E-1 THROUGH E-4 RESIDENTIAL REQUIREMENTS
APPENDIX E-1 ENERGY EFFICIENCY CERTIFICATE (SECTION N1101.9)
884 APPENDIX E-2 INSULATION AND AIR SEALING DETAILS
APPENDIX E-2.1
885 APPENDIX E-2.2
FIGURE INSULATION INSTALLATIONS
886 APPENDIX E-2.3
FIGURE SECTION VIEW OF BATH TUB ON EXTERIOR WALL
887 FIGURE SECTION VIEW OF SHOWER ON EXTERIOR WALL
888 FIGURE SECTION VIEW OF INTERIOR STAIRCASE ON EXTERIOR WALL(OPTION 1)
889 FIGURE SECTION VIEW OF INTERIOR STAIRCASE ON EXTERIOR WALL(OPTION 2)
890 FIGURE SECTION VIEW OF DIRECT VENT GAS FIREPLACE
891 FIGURE SECTION VIEW OF WALL ADJOINING ATTIC SPACE
892 FIGURE SECTION VIEW OF WALL ADJOINING ATTIC SPACE
FIGURE SECTION VIEW OF WALL ADJOINING ATTIC SPACE
893 APPENDIX E-2.4
FIGURE ISOMETRIC VIEW OF DIMENSIONAL LUMBER FLOOR/CEILING SYSTEM ABOVE COMMON WALL BETWEEN UNCONDITIONED AND CONDITIONED SPACE
894 FIGURE ISOMETRIC VIEW OF WOOD TRUSS FLOOR/CEILING SYSTEM ABOVE COMMON WALL BETWEEN UNCONDITIONED AND CONDITIONED SPACE
895 FIGURE ISOMETRIC VIEW OF I-JOIST FLOOR/CEILING SYSTEM ABOVE COMMON WALL BETWEEN UNCONDITIONED AND CONDITIONED SPACE
896 FIGURE SECTION VIEWS OF DUCT PENETRATING INTO ATTIC
897 FIGURE SECTION VIEW OF SOFFIT OVER CABINET
898 FIGURE SECTION VIEW OF FLOOR HVAC BOOT PENETRATION
899 FIGURE SECTION VIEW OF CEILING HVAC BOOT PENETRATION
900 APPENDIX E-3: SAMPLE WORKSHEETS FOR RESIDENTIAL AIR AND DUCT LEAKAGE TESTING
APPENDIX E-3A: AIR SEALING: VISUAL INSPECTION OPTION (SECTION N1102.4.2.1) SAMPLE WORKSHEET
TABLE N1102.4.2 AIR BARRIER INSPECTION
901 APPENDIX E-3B AIR SEALING: TESTING OPTION (SECTION N1102.4.2.2) SAMPLE WORKSHEET
902 APPENDIX E-3C DUCT SEALING. DUCT AIR LEAKAGE TEST (SECTION N1103.2.2) SAMPLE WORKSHEET
903 APPENDIX E-4 ADDITIONAL VOLUNTARY CRITERIA FOR INCREASING ENERGY EFFICIENCY (HIGH EFFICIENCY RESIDENTIAL OPTION)
TABLE E-4A OPTIONAL INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT
3. TABLE E-4B EQUIVALENT U-FACTORS
904 TABLE E-4C: SAMPLE CONFIRMATION FORM FOR ADDITIONAL VOLUNTARY CRITERIA FOR INCREASING ENERGY EFFICIENCY (HIGH EFFICIENCY RESIDEN
905 E-4D: SAMPLE WORKSHEETS FOR RESIDENTIAL AIR AND DUCT LEAKAGE TESTING
E-4D.1 AIR SEALING: VISUAL INSPECTION OPTION (SECTION N1102.4.2.1) SAMPLE WORKSHEET FOR ALTERNATIVE RESIDENTIAL ENERGY CODE FOR HIGHER EFFICIENCY
TABLE N1102.4.2 AIR BARRIER INSPECTION
906 E-4D.2 AIR SEALING: TESTING OPTION (SECTION N1102.4.2.2) SAMPLE WORKSHEET FOR ALTERNATIVE RESIDENTIAL ENERGY CODE FOR HIGHER EFF
907 E-4D.3 DUCT SEALING. DUCT AIR LEAKAGE TEST (SECTION N1103.2.2) SAMPLE WORKSHEET FOR ALTERNATIVE RESIDENTIAL ENERGY CODE FOR HIGH
909 APPENDIX F RADON CONTROL METHODS DELETED
911 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
912 SECTION AG106 ENTRAPMENT PROTECTION FOR SWIMMING POOL AND SPA SUCTION OUTLETS
913 SECTION AG107 ABBREVIATIONS
SECTION AG108 STANDARDS
ANSI/NSPI
ANSI/APSP
ASCE
ASTM
UL
915 APPENDIX H PATIO COVERS DELETED
917 APPENDIX I PRIVATE SEWAGE DISPOSAL DELETED
919 [EB] APPENDIX J EXISTING BUILDINGS AND STRUCTURES DELETED
921 APPENDIX K SOUND TRANSMISSION
SECTION AK101 GENERAL
SECTION AK102 AIR-BORNE SOUND
SECTION AK103 STRUCTURAL-BORNE SOUND
SECTION AK104 REFERENCED STANDARDS
923 APPENDIX L PERMIT FEES DELETED
925 APPENDIX M WOOD DECKS
SECTION AM101 GENERAL
SECTION AM102 FOOTERS
FIGURE AM102
TABLE AM102.1 FOOTING TABLE
SECTION AM103 FLASHING
926 FIGURE AM102.1
FIGURE AM103
SECTION AM104 DECK ATTACHMENT
SECTION AM105 GIRDER SUPPORT AND SPAN
SECTION AM106 JOIST SPANS AND CANTILEVERS
927 FIGURE AM105 TOP MOUNT/FLUSH
FIGURE AM105.1 SIDE MOUNT DROPPED GIRDER
FIGURE AM105.2 SPLIT GIRDER DETAIL
FIGURE AM105.3 CANTILEVERED DROPPED GIRDER DETAIL
SECTION AM107 FLOOR DECKING
SECTION AM108 POST HEIGHT
928 SECTION AM109 DECK BRACING
FIGURE AM109
FIGURE AM109.1
FIGURE AM109.2
FIGURE AM109.3
929 SECTION AM110 STAIRS
FIGURE AM110
SECTION AM111 HANDRAILS, GUARDS AND GENERAL
FIGURE AM111
930 FIGURE AM112 WALKWAYS OVER DUNES OR BERMS IN OCEAN HAZARD AREAS
931 APPENDIX N BASIC LOAD ESTIMATING
FIGURE PLAN VIEW
933 TABLE N-1 WOOD BEAMS AND GIRDERS (19%) #2 GRADE, ALLOWABLE LOADS IN POUNDS PER LINEAR FOOT SIMPLE SPAN, DEFLECTION = L/360, LOAD DURATION FACTOR 1.0, ADEQUATE
BEARING AND LATERAL SUPPORT MUST BE PROVIDED
934 TABLE N-2 FLITCH PLATE BEAMS-DESIGN VALUES AND ASSUMPTIONS
935 APPENDIX O FOAM PLASTIC DIAGRAMS
FIGURE O-1 FOUNDATION WALL
936 FIGURE O-2 BASEMENT WALL
937 FIGURE O-3 FRAME WALL
938 FIGURE O-4 FRAME WALL
939 APPENDIX P DWELLING UNIT FIRE SPRINKLER SYSTEMS
SECTION P2904 DWELLING UNIT FIRE SPRINKLER SYSTEMS
TABLE P2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED
941 EQUATION 29-1
943 TABLE P2904.6.2(1) WATER SERVICE PRESSURE LOSS (PLsvc)
944 TABLE P2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS (PLm)
TABLE P2904.6.2(3) ELEVATION LOSS (PLe)
945 TABLE P2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3/4-INCH TYPE M COPPER WATER TUBING
946 TABLE P2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING
947 TABLE P2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3/4-INCH CPVC PIPE
948 TABLE P2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE
949 TABLE P2904.6.2(8) ALLOWABLE PIPE LENGTH FOR ALLOWABLE PIPE LENGTH FOR 3/4-INCH PEX TUBING
950 TABLE P2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX TUBING
951 APPENDIX Q
FIGURE APP. Q-DISCONTINUOUS FOOTING DETAIL FOR GARAGE OR PORCH WALLS FOUNDATION WALL EXTENSION DETAIL
952 FIGURE APP. Q-DISCONTINUOUS FOOTING DETAIL FOR GARAGE OR PORCH WALLS PLASTER DETAIL
953 INDEX
965 HELPFUL CODE TOOLS FROM ICC

Related products

NC ResidentialCode 2012
$55.25