{"id":73147,"date":"2024-10-17T16:29:44","date_gmt":"2024-10-17T16:29:44","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/nc-residentialcode-2012\/"},"modified":"2024-10-24T19:09:15","modified_gmt":"2024-10-24T19:09:15","slug":"nc-residentialcode-2012","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/nc\/nc-residentialcode-2012\/","title":{"rendered":"NC ResidentialCode 2012"},"content":{"rendered":"

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2012 NORTH CAROLINA STATE BUILDING CODE: RESIDENTIAL CODE (2009 IRC\u00ae WITH NORTH CAROLINA AMENDMENTS) <\/td>\n<\/tr>\n
2<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
3<\/td>\nNORTH CAROLINA STATE BUILDING CODE COUNCIL <\/td>\n<\/tr>\n
4<\/td>\nNORTH CAROLINA DEPARTMENT OF INSURANCE <\/td>\n<\/tr>\n
5<\/td>\nPREFACE <\/td>\n<\/tr>\n
7<\/td>\nEFFECTIVE USE OF THE INTERNATIONAL RESIDENTIAL CODE <\/td>\n<\/tr>\n
11<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
15<\/td>\nPART I\u2014ADMINISTRATIVE
CHAPTER 1 SCOPE AND ADMINISTRATION
PART I\u2014SCOPE AND APPLICATION
SECTION R101 GENERAL
SECTION R102 APPLICABILITY <\/td>\n<\/tr>\n
16<\/td>\nPART II\u2014ADMINISTRATION 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 <\/td>\n<\/tr>\n
17<\/td>\nPART II\u2014DEFINITIONS
CHAPTER 2 DEFINITIONS
SECTION R201 GENERAL
SECTION R202 DEFINITIONS <\/td>\n<\/tr>\n
33<\/td>\nPART III\u2014BUILDING PLANNING AND CONSTRUCTION
CHAPTER 3 BUILDING PLANNING
SECTION R301 DESIGN CRITERIA <\/td>\n<\/tr>\n
34<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
35<\/td>\nTABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (PSF) <\/td>\n<\/tr>\n
36<\/td>\nFIGURE R301.2(2) INTERNATIONAL RESIDENTIAL CODE NORTH CAROLINA AMENDMENTS SEISMIC DESIGN CATEGORIES SITE CLASS D <\/td>\n<\/tr>\n
37<\/td>\nFIGURE R301.2(2)\u2014CONTINUED COUNTIES IN SEISMIC DESIGN CATEGORY C
TABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2) <\/td>\n<\/tr>\n
38<\/td>\nFIGURE R301.2(4) INTERNATIONAL RESIDENTIAL CODE NORTH CAROLINA AMENDMENTS BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL <\/td>\n<\/tr>\n
39<\/td>\nFIGURE R301.2(4)\u2014CONTINUED BASIC DESIGN WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL
FIGURE R301.2(4)\u2014CONTINUED BASIC DESIGN WIND VELOCITIES FOR MOUNTAIN REGIONS <\/td>\n<\/tr>\n
40<\/td>\nTABLE R301.2(4)\u2014CONTINUED DESIGN PRESSURES FOR DOORS AND WINDOWS POSITIVE AND NEGATIVE IN PSF
FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES <\/td>\n<\/tr>\n
41<\/td>\nFIGURE R301.2(5) GROUND SNOW LOADS, PG, FOR THE UNITED STATES (LB\/FT2) <\/td>\n<\/tr>\n
42<\/td>\nTABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSA,
TABLE R301.2.1.3 EQUIVALENT BASIC WIND SPEEDS <\/td>\n<\/tr>\n
43<\/td>\nTABLE R301.2.2.2.1 WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOADA <\/td>\n<\/tr>\n
45<\/td>\nTABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (IN POUNDS PER SQUARE FOOT) <\/td>\n<\/tr>\n
46<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
47<\/td>\nTABLE R302.1 EXTERIOR WALLS <\/td>\n<\/tr>\n
49<\/td>\nTABLE R302.6 DWELLING\/GARAGE SEPARATION <\/td>\n<\/tr>\n
51<\/td>\nSECTION R303 LIGHT, VENTILATION AND HEATING <\/td>\n<\/tr>\n
52<\/td>\nSECTION R304 MINIMUM ROOM AREAS
SECTION R305 CEILING HEIGHT <\/td>\n<\/tr>\n
53<\/td>\nSECTION R306 SANITATION
SECTION R307 TOILET, BATH AND SHOWER SPACES
FIGURE R307.1 MINIMUM FIXTURE CLEARANCES
SECTION R308 GLAZING <\/td>\n<\/tr>\n
54<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
56<\/td>\nSECTION R309 GARAGES AND CARPORTS
SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS <\/td>\n<\/tr>\n
57<\/td>\nSECTION R311 MEANS OF EGRESS <\/td>\n<\/tr>\n
60<\/td>\nSECTION R312 GUARDS
SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS
SECTION R314 SMOKE ALARMS <\/td>\n<\/tr>\n
61<\/td>\nSECTION R315 CARBON MONOXIDE ALARMS
SECTION R316 FOAM PLASTIC <\/td>\n<\/tr>\n
63<\/td>\nSECTION R317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY <\/td>\n<\/tr>\n
65<\/td>\nSECTION R318 PROTECTION AGAINST SUBTERRANEAN TERMITES
SECTION R319 SITE ADDRESS
SECTION R320 ACCESSIBILITY
SECTION R321 ELEVATORS AND PLATFORM LIFTS <\/td>\n<\/tr>\n
66<\/td>\nSECTION R322 FLOOD-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
69<\/td>\nSECTION R323 STORM SHELTERS <\/td>\n<\/tr>\n
71<\/td>\nCHAPTER 4 FOUNDATIONS
SECTION R401 GENERAL
TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSA
SECTION R402 MATERIALS <\/td>\n<\/tr>\n
72<\/td>\nTABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
SECTION R403 FOOTINGS <\/td>\n<\/tr>\n
73<\/td>\nTABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS (INCHES)
TABLE R403.1A PIER1 AND FOOTING2 SIZES FOR SUPPORT OF GIRDERS <\/td>\n<\/tr>\n
74<\/td>\nFIGURE R403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS <\/td>\n<\/tr>\n
75<\/td>\nFIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION <\/td>\n<\/tr>\n
76<\/td>\nFIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION <\/td>\n<\/tr>\n
78<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
79<\/td>\nSECTION R404 FOUNDATION AND RETAINING WALLS <\/td>\n<\/tr>\n
80<\/td>\nTABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLS <\/td>\n<\/tr>\n
81<\/td>\nTABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE D > 5 INCHES <\/td>\n<\/tr>\n
82<\/td>\nTABLE R404.1.1(3) 10-INCH FOUNDATION WALLS WITH REINFORCING WHERE D > 6.75 INCHES <\/td>\n<\/tr>\n
83<\/td>\nTABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE D > 8.75 INCHES <\/td>\n<\/tr>\n
84<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
85<\/td>\nTABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 MM) NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
86<\/td>\nTABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
87<\/td>\nTABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
88<\/td>\nTABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
89<\/td>\nTABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 MM) SCREEN-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
90<\/td>\nTABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10-INCH AND 12-INCH NOMINAL FLAT BASEMENT WALLS <\/td>\n<\/tr>\n
91<\/td>\nTABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEEL <\/td>\n<\/tr>\n
92<\/td>\nTABLE R404.1.2(9)\u2014CONTINUED 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) <\/td>\n<\/tr>\n
96<\/td>\nSECTION R405 FOUNDATION DRAINAGE <\/td>\n<\/tr>\n
97<\/td>\nTABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM <\/td>\n<\/tr>\n
98<\/td>\nSECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING
SECTION R407 COLUMNS <\/td>\n<\/tr>\n
99<\/td>\nSECTION R408 UNDER-FLOOR SPACE <\/td>\n<\/tr>\n
100<\/td>\nSECTION R409 CLOSED CRAWL SPACES <\/td>\n<\/tr>\n
103<\/td>\nCHAPTER 5 FLOORS
SECTION R501 GENERAL
SECTION R502 WOOD FLOOR FRAMING <\/td>\n<\/tr>\n
104<\/td>\nFIGURE R502.2 FLOOR CONSTRUCTION <\/td>\n<\/tr>\n
106<\/td>\nSECTION R503 FLOOR SHEATHING
TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING <\/td>\n<\/tr>\n
107<\/td>\nTABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (RESIDENTIAL SLEEPING AREAS, LIVE LOAD = 30 PSF, L\/\u00ce\u201d = 360)a <\/td>\n<\/tr>\n
108<\/td>\nTABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (RESIDENTIAL LIVING AREAS, LIVE LOAD = 40 PSF, L\/\u00ce\u201d = 360) <\/td>\n<\/tr>\n
109<\/td>\nTABLE R502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLY (Floor Live Load \u2264 40 psf, Roof Live Load \u2264 20 psf)
TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONY <\/td>\n<\/tr>\n
110<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
111<\/td>\nTABLE R502.5(1)\u2014CONTINUED 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 <\/td>\n<\/tr>\n
112<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
113<\/td>\nFIGURE R502.8 CUTTING, NOTCHING AND DRILLING
FIGURE R502.8(a) ACCEPTABLE LOCATION OF 3 5\/8 -inch DIAMETER HOLE IN 2 x 10 JOIST <\/td>\n<\/tr>\n
114<\/td>\nTABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENT <\/td>\n<\/tr>\n
115<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
116<\/td>\nFIGURE R505.1.2 IN-LINE FRAMING <\/td>\n<\/tr>\n
117<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
118<\/td>\nTABLE R505.2.4 SCREW SUBSTITUTION FACTOR
FIGURE R505.2.5.1 FLOOR JOIST WEB HOLES <\/td>\n<\/tr>\n
119<\/td>\nFIGURE R505.2.5.3 WEB HOLE PATCH <\/td>\n<\/tr>\n
120<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
121<\/td>\nTABLE R505.3.1(2) FLOOR FASTENING SCHEDULE
FIGURE R505.3.1(2) FLOOR TO WOOD SILL CONNECTION <\/td>\n<\/tr>\n
122<\/td>\nFIGURE R505.3.1(3) FLOOR TO FOUNDATION CONNECTION
FIGURE R505.3.1(4) CANTILEVERED FLOOR TO FOUNDATION CONNECTION <\/td>\n<\/tr>\n
123<\/td>\nFIGURE R505.3.1(5) CANTILEVERED FLOOR TO WOOD SILL CONNECTION
FIGURE R505.3.1(6) CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION <\/td>\n<\/tr>\n
124<\/td>\nFIGURE R505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL <\/td>\n<\/tr>\n
125<\/td>\nFIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL
FIGURE R505.3.1(9) BEARING STIFFENERS FOR END JOISTS <\/td>\n<\/tr>\n
126<\/td>\nTABLE R505.3.2(1) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014SINGLE SPANS 33 KSI STEEL
FIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID) <\/td>\n<\/tr>\n
127<\/td>\nTABLE R505.3.2(2) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014MULTIPLE SPANS 33 KSI STEEL
FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP) <\/td>\n<\/tr>\n
128<\/td>\nTABLE R505.3.2(3) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014MULTIPLE SPANS 50 KSI STEEL <\/td>\n<\/tr>\n
129<\/td>\nFIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS
TABLE R505.3.4(1) CLIP ANGLE BEARING STIFFENERS (20 PSF EQUIVALENT SNOW LOAD) <\/td>\n<\/tr>\n
130<\/td>\nTABLE R505.3.4(2) CLIP ANGLE BEARING STIFFENERS (30 PSF EQUIVALENT SNOW LOAD)
FIGURE R505.3.4(2) BEARING STIFFENER <\/td>\n<\/tr>\n
131<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
132<\/td>\nSECTION R506 CONCRETE FLOORS (ON GROUND) <\/td>\n<\/tr>\n
133<\/td>\nFIGURE R505.3.7 TRACK SPLICE
FIGURE R505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION: 6-FOOT FLOOR OPENING <\/td>\n<\/tr>\n
134<\/td>\nFIGURE 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\u20146-FOOT OPENING <\/td>\n<\/tr>\n
135<\/td>\nFIGURE R505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION\u20148-FOOT OPENING <\/td>\n<\/tr>\n
137<\/td>\nCHAPTER 6 WALL CONSTRUCTION
SECTION R601 GENERAL
TABLE R601.3.1 CLASS III VAPOR RETARDERS <\/td>\n<\/tr>\n
138<\/td>\nSECTION R602 WOOD WALL FRAMING <\/td>\n<\/tr>\n
140<\/td>\nTABLE R602.3(1) WALL FRAMING <\/td>\n<\/tr>\n
141<\/td>\nTABLE R602.3(1)\u2014CONTINUED WALL FRAMING <\/td>\n<\/tr>\n
142<\/td>\nTABLE R602.3(1)\u2014CONTINUED CEILING AND ROOF FRAMING <\/td>\n<\/tr>\n
143<\/td>\nTABLE R602.3(1)\u2014CONTINUED CEILING AND ROOF FRAMING <\/td>\n<\/tr>\n
144<\/td>\nTABLE R602.3(1)\u2014CONTINUED FLOOR FRAMING <\/td>\n<\/tr>\n
145<\/td>\nTABLE R602.3(1)\u2014CONTINUED FLOOR FRAMING a <\/td>\n<\/tr>\n
146<\/td>\nTABLE R602.3(1)\u2014CONTINUED FASTENER SCHEDULE FOR STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
147<\/td>\nTABLE R602.3(1A) NOMINAL DIMENSIONS OF NAILS LISTED IN TABLE R602.3.1 <\/td>\n<\/tr>\n
148<\/td>\nTABLE R602.3(2) ALTERNATE ATTACHMENTS <\/td>\n<\/tr>\n
149<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
150<\/td>\nFIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING <\/td>\n<\/tr>\n
151<\/td>\nFIGURE R602.3(2) FRAMING DETAILS <\/td>\n<\/tr>\n
152<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
153<\/td>\nTABLE R602.3.1\u2014CONTINUED 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 <\/td>\n<\/tr>\n
154<\/td>\nFIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS <\/td>\n<\/tr>\n
155<\/td>\nFIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS <\/td>\n<\/tr>\n
156<\/td>\nFIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING <\/td>\n<\/tr>\n
157<\/td>\nTABLE R602.7.2 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERS
FIGURE R602.7.2 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION <\/td>\n<\/tr>\n
159<\/td>\nTABLE R602.10.1.2(1) BRACING REQUIREMENTS BASED ON WIND SPEED
\n(as a function of braced wall line spacing) <\/td>\n<\/tr>\n
160<\/td>\nTABLE R602.10.1.2(1)\u2014continued BRACING REQUIREMENTS BASED ON WIND SPEED (as a function of braced wall line spacing) <\/td>\n<\/tr>\n
161<\/td>\nTABLE R602.10.1.2(1)\u2014continued BRACING REQUIREMENTS BASED ON WIND SPEED (as a function of braced wall line spacing) <\/td>\n<\/tr>\n
162<\/td>\nTABLE R602.10.1.2(2) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY
\n(AS A FUNCTION OF BRACED WALL LINE LENGTH) <\/td>\n<\/tr>\n
163<\/td>\nTABLE R602.10.1.2(2)\u2014continued 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 <\/td>\n<\/tr>\n
164<\/td>\nFIGURE R602.10.1.3 ANGLED CORNERS
FIGURE R602.10.1.4(1) BRACED WALL PANELS AND BRACED WALL LINES <\/td>\n<\/tr>\n
165<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
166<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
167<\/td>\nTABLE R602.10.2 INTERMITTENT BRACING METHODS <\/td>\n<\/tr>\n
169<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
170<\/td>\nFIGURE R602.10.3.2 ALTERNATE BRACED WALL PANEL
FIGURE R602.10.3.3 METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS <\/td>\n<\/tr>\n
171<\/td>\nFIGURE R602.10.3.4 METHOD PFG PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C <\/td>\n<\/tr>\n
172<\/td>\nTABLE R602.10.4.1 CONTINUOUS SHEATHING METHODS <\/td>\n<\/tr>\n
173<\/td>\nFIGURE R602.10.4.1.1 METHOD CS-PF: CONTINUOUS PORTAL FRAME PANEL CONSTRUCTION <\/td>\n<\/tr>\n
174<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
175<\/td>\nTABLE R602.10.4.2 LENGTH REQUIREMENTS FOR BRACED WALL PANELS WITH CONTINUOUS SHEATHINGA, <\/td>\n<\/tr>\n
176<\/td>\nFIGURE R602.10.4.4(1) TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS SHEATHING <\/td>\n<\/tr>\n
177<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
178<\/td>\nFIGURE 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\u2014FIRST BRACED WALL PANEL AWAY FROM END OF WALL LINE WITH HOLD-DOWN <\/td>\n<\/tr>\n
179<\/td>\nTABLE R602.10.5.2 MINIMUM LENGTH REQUIREMENTS FOR STRUCTURAL FIBERBOARD BRACED WALL PANELS IN A CONTINUOUSLY-SHEATHED WALL <\/td>\n<\/tr>\n
180<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
181<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
182<\/td>\nFIGURE R602.10.6.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES <\/td>\n<\/tr>\n
183<\/td>\nFIGURE R602.10.7 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS <\/td>\n<\/tr>\n
184<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
185<\/td>\nFIGURE R602.12 HOLD DOWNS AT EXTERIOR AND INTERIOR BRACED WALL PANELS
SECTION R603 STEEL WALL FRAMING <\/td>\n<\/tr>\n
186<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
187<\/td>\nFIGURE R603.2(1) C-SHAPED SECTION
FIGURE R603.2(2) TRACK SECTION
TABLE R603.2.4 SCREW SUBSTITUTION FACTOR <\/td>\n<\/tr>\n
188<\/td>\nFIGURE R603.2.5.1 WEB HOLES
FIGURE R603.2.5.3 STUD WEB HOLE PATCH <\/td>\n<\/tr>\n
189<\/td>\nTABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTS <\/td>\n<\/tr>\n
190<\/td>\nFIGURE R603.3.1(1) WALL TO FLOOR CONNECTION
FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION <\/td>\n<\/tr>\n
191<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
192<\/td>\nTABLE R603.3.2(1) WALL FASTENING SCHEDULE
TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 KSI STEEL <\/td>\n<\/tr>\n
193<\/td>\nTABLE R603.3.2(3) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 KSI STEEL <\/td>\n<\/tr>\n
194<\/td>\nTABLE R603.3.2(4) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 KSI STEEL <\/td>\n<\/tr>\n
195<\/td>\nTABLE R603.3.2(5) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 50 KSI STEEL <\/td>\n<\/tr>\n
196<\/td>\nTABLE R603.3.2(6) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 KSI STEEL <\/td>\n<\/tr>\n
197<\/td>\nTABLE R603.3.2(7) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 50 KSI STEEL <\/td>\n<\/tr>\n
198<\/td>\nTABLE R603.3.2(8) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 KSI STEEL <\/td>\n<\/tr>\n
199<\/td>\nTABLE R603.3.2(9) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 50 KSI STEEL <\/td>\n<\/tr>\n
200<\/td>\nTABLE R603.3.2(10) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 KSI STEEL <\/td>\n<\/tr>\n
201<\/td>\nTABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 50 KSI STEEL <\/td>\n<\/tr>\n
202<\/td>\nTABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 33 KSI STEEL <\/td>\n<\/tr>\n
203<\/td>\nTABLE R603.3.2(13) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 50 KSI STEEL <\/td>\n<\/tr>\n
204<\/td>\nTABLE R603.3.2(14) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 33 KSI STEEL <\/td>\n<\/tr>\n
205<\/td>\nTABLE R603.3.2(15) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 50 KSI STEEL <\/td>\n<\/tr>\n
206<\/td>\nTABLE R603.3.2(16) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 33 KSI STEEL <\/td>\n<\/tr>\n
207<\/td>\nTABLE R603.3.2(17) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 50 KSI STEEL <\/td>\n<\/tr>\n
208<\/td>\nTABLE R603.3.2(18) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 33 KSI STEEL <\/td>\n<\/tr>\n
209<\/td>\nTABLE R603.3.2(19) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 50 KSI STEEL <\/td>\n<\/tr>\n
210<\/td>\nTABLE R603.3.2(20) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 33 KSI STEEL <\/td>\n<\/tr>\n
211<\/td>\nTABLE R603.3.2(21) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 50 KSI STEEL <\/td>\n<\/tr>\n
212<\/td>\nTABLE R603.3.2(22) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 33 KSI STEEL <\/td>\n<\/tr>\n
213<\/td>\nTABLE R603.3.2(23) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 50 KSI STEEL <\/td>\n<\/tr>\n
214<\/td>\nTABLE R603.3.2(24) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 33 KSI STEEL <\/td>\n<\/tr>\n
215<\/td>\nTABLE R603.3.2(25) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 50 KSI STEEL <\/td>\n<\/tr>\n
216<\/td>\nTABLE R603.3.2(26) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 33 KSI STEEL <\/td>\n<\/tr>\n
217<\/td>\nTABLE R603.3.2(27) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 50 KSI STEEL <\/td>\n<\/tr>\n
218<\/td>\nTABLE R603.3.2(28) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 33 KSI STEEL <\/td>\n<\/tr>\n
219<\/td>\nTABLE R603.3.2(29) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 50 KSI STEEL <\/td>\n<\/tr>\n
220<\/td>\nTABLE R603.3.2(30) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 33 KSI STEEL <\/td>\n<\/tr>\n
221<\/td>\nTABLE R603.3.2(31) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 50 KSI STEEL <\/td>\n<\/tr>\n
222<\/td>\nFIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY <\/td>\n<\/tr>\n
223<\/td>\nFIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL
FIGURE R603.3.5 TRACK SPLICE <\/td>\n<\/tr>\n
224<\/td>\nFIGURE R603.4 CORNER FRAMING <\/td>\n<\/tr>\n
225<\/td>\nTABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHT 33 KSI STEEL <\/td>\n<\/tr>\n
226<\/td>\nTABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHT 50 KSI STEEL <\/td>\n<\/tr>\n
227<\/td>\nTABLE R603.3.2.1(3) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHT 33 KSI STEEL <\/td>\n<\/tr>\n
228<\/td>\nTABLE R603.3.2.1(4) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHT 50 KSI STEEL <\/td>\n<\/tr>\n
229<\/td>\nFIGURE R603.6(1) BOX BEAM HEADER
FIGURE 603.6(2) BACK-TO-BACK HEADER <\/td>\n<\/tr>\n
230<\/td>\nFIGURE R603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL
FIGURE R603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL <\/td>\n<\/tr>\n
231<\/td>\nTABLE R603.6(1) BOX-BEAM HEADER SPANS HEADERS SUPPORTING ROOF AND CEILING ONLY (33 KSI STEEL) <\/td>\n<\/tr>\n
232<\/td>\nTABLE R603.6(2) BOX-BEAM HEADER SPANS HEADERS SUPPORTING ROOF AND CEILING ONLY (50 KSI STEEL) <\/td>\n<\/tr>\n
233<\/td>\nTABLE R603.6(3) BOX-BEAM HEADER SPANS HEADERS SUPPORTING ROOF AND CEILING ONLY (33 KSI STEEL) <\/td>\n<\/tr>\n
234<\/td>\nTABLE R603.6(4) BOX-BEAM HEADER SPANS HEADERS SUPPORTING ROOF AND CEILING ONLY (50 KSI STEEL) <\/td>\n<\/tr>\n
235<\/td>\nTABLE R603.6(5) BOX-BEAM HEADER SPANS HEADERS SUPPORTING ONE FLOOR, ROOF AND CEILING (33 KSI STEEL) <\/td>\n<\/tr>\n
236<\/td>\nTABLE R603.6(6) BOX-BEAM HEADER SPANS HEADERS SUPPORTING ONE FLOOR, ROOF AND CEILING (50 KSI STEEL) <\/td>\n<\/tr>\n
237<\/td>\nTABLE R603.6(7) BOX-BEAM HEADER SPANS HEADERS SUPPORTING ONE FLOOR, ROOF AND CEILING (33 KSI STEEL) <\/td>\n<\/tr>\n
238<\/td>\nTABLE R603.6(8) BOX-BEAM HEADER SPANS HEADERS SUPPORTING ONE FLOOR, ROOF AND CEILING (50 KSI STEEL) <\/td>\n<\/tr>\n
239<\/td>\nTABLE R603.6(9) BOX-BEAM HEADER SPANS HEADERS SUPPORTING TWO FLOORS, ROOF AND CEILING (33 KSI STEEL) <\/td>\n<\/tr>\n
240<\/td>\nTABLE R603.6(10) BOX-BEAM HEADER SPANS HEADERS SUPPORTING TWO FLOORS, ROOF AND CEILING (50 KSI STEEL) <\/td>\n<\/tr>\n
241<\/td>\nTABLE R603.6(11) BOX-BEAM HEADER SPANS HEADERS SUPPORTING TWO FLOORS, ROOF AND CEILING (33 KSI STEEL) <\/td>\n<\/tr>\n
242<\/td>\nTABLE R603.6(12) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel) <\/td>\n<\/tr>\n
243<\/td>\nTABLE R603.6(13) BACK-TO-BACK HEADER SPANS HEADERS SUPPORTING ROOF AND CEILING ONLY (33 KSI STEEL) <\/td>\n<\/tr>\n
244<\/td>\nTABLE R603.6(14) BACK-TO-BACK HEADER SPANS HEADERS SUPPORTING ROOF AND CEILING ONLY (50 KSI STEEL) <\/td>\n<\/tr>\n
245<\/td>\nTABLE R603.6(15) BACK-TO-BACK HEADER SPANS HEADERS SUPPORTING ROOF AND CEILING ONLY (33 KSI STEEL) <\/td>\n<\/tr>\n
246<\/td>\nTABLE R603.6(16) BACK-TO-BACK HEADER SPANS HEADERS SUPPORTING ROOF AND CEILING ONLY (50 KSI STEEL) <\/td>\n<\/tr>\n
247<\/td>\nTABLE R603.6(17) BACK-TO-BACK HEADER SPANS HEADERS SUPPORTING ONE FLOOR, ROOF AND CEILING (33 KSI STEEL) <\/td>\n<\/tr>\n
248<\/td>\nTABLE R603.6(18) BACK-TO-BACK HEADER SPANS HEADERS SUPPORTING ONE FLOOR, ROOF AND CEILING (50 KSI STEEL) <\/td>\n<\/tr>\n
249<\/td>\nTABLE R603.6(19) BACK-TO-BACK HEADER SPANS HEADERS SUPPORTING ONE FLOOR, ROOF AND CEILING (33 KSI STEEL) <\/td>\n<\/tr>\n
250<\/td>\nTABLE R603.6(20) BACK-TO-BACK HEADER SPANS HEADERS SUPPORTING ONE FLOOR, ROOF AND CEILING (50 KSI STEEL) <\/td>\n<\/tr>\n
251<\/td>\nTABLE R603.6(21) BACK-TO-BACK HEADER SPANS HEADERS SUPPORTING TWO FLOORS, ROOF AND CEILING (33 KSI STEEL) <\/td>\n<\/tr>\n
252<\/td>\nTABLE R603.6(22) BACK-TO-BACK HEADER SPANS HEADERS SUPPORTING TWO FLOORS, ROOF AND CEILING (50 KSI STEEL) <\/td>\n<\/tr>\n
253<\/td>\nTABLE R603.6(23) BACK-TO-BACK HEADER SPANS HEADERS SUPPORTING TWO FLOORS, ROOF AND CEILING (33 KSI STEEL) <\/td>\n<\/tr>\n
254<\/td>\nTABLE R603.6(24) BACK-TO-BACK HEADER SPANS HEADERS SUPPORTING TWO FLOORS, ROOF AND CEILING (50 KSI STEEL) <\/td>\n<\/tr>\n
255<\/td>\nTABLE R603.7(1) TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING <\/td>\n<\/tr>\n
256<\/td>\nTABLE R603.7(2) HEADER TO KING STUD CONNECTION REQUIREMENTS
TABLE R603.8 HEAD AND SILL TRACK SPAN FY = 33 KSI <\/td>\n<\/tr>\n
257<\/td>\nFIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN
FIGURE R603.9.2 CORNER STUD HOLD DOWN DETAIL <\/td>\n<\/tr>\n
258<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
259<\/td>\nSECTION R604 WOOD STRUCTURAL PANELS
SECTION R605 PARTICLEBOARD
SECTION R606 GENERAL MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
260<\/td>\nTABLE R606.5 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
261<\/td>\nTABLE R606.9 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS <\/td>\n<\/tr>\n
262<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
263<\/td>\nFIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C <\/td>\n<\/tr>\n
264<\/td>\nFIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1, OR D2 <\/td>\n<\/tr>\n
265<\/td>\nTABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES <\/td>\n<\/tr>\n
266<\/td>\nTABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDING ASSIGNED TO SEISMIC DESIGN CATEGORY D0 OR D1 <\/td>\n<\/tr>\n
267<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
268<\/td>\nTABLE R607.1 MORTAR PROPORTIONS
SECTION R608 MULTIPLE WYTHE MASONRY <\/td>\n<\/tr>\n
269<\/td>\nTABLE R609.1.1 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION
TABLE R609.1.2 GROUT SPACE DIMENSIONS AND POUR HEIGHTS <\/td>\n<\/tr>\n
270<\/td>\nSECTION R609 GROUTED MASONRY <\/td>\n<\/tr>\n
271<\/td>\nSECTION R610 GLASS UNIT MASONRY
FIGURE R610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE <\/td>\n<\/tr>\n
272<\/td>\nSECTION R611 EXTERIOR CONCRETE WALL CONSTRUCTION <\/td>\n<\/tr>\n
273<\/td>\nTABLE R611.3 DIMENSIONAL REQUIREMENTS FOR WALLS <\/td>\n<\/tr>\n
274<\/td>\nFIGURE R611.3(1) FLAT WALL SYSTEM
FIGURE R611.3(2) WAFFLE-GRID WALL SYSTEM
FIGURE R611.3(3) SCREEN-GRID WALL SYSTEM <\/td>\n<\/tr>\n
276<\/td>\nTABLE R611.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS
FIGURE R611.5.4(1) LAP SPLICES <\/td>\n<\/tr>\n
277<\/td>\nFIGURE R611.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION
FIGURE R611.5.4(3) STANDARD HOOKS <\/td>\n<\/tr>\n
278<\/td>\nTABLE R611.5.4(2) MAXIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEEL <\/td>\n<\/tr>\n
279<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
280<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
281<\/td>\nTABLE R611.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
282<\/td>\nTABLE R611.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
283<\/td>\nTABLE R611.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
284<\/td>\nTABLE R611.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS <\/td>\n<\/tr>\n
285<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
286<\/td>\nTABLE R611.7(1A)\u2014CONTINUED UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO-STORY <\/td>\n<\/tr>\n
287<\/td>\nTABLE R611.7(1B) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STOY OF TWO STORY <\/td>\n<\/tr>\n
288<\/td>\nTABLE R611.7(1B)\u2014CONTINUED UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORY <\/td>\n<\/tr>\n
289<\/td>\nTABLE R611.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE <\/td>\n<\/tr>\n
290<\/td>\nTABLE R611.7(1C)\u2014CONTINUED UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORY <\/td>\n<\/tr>\n
291<\/td>\n(EQUATION R611-1)
(EQUATION R611-2) <\/td>\n<\/tr>\n
292<\/td>\nFIGURE R611.7(1) MINIMUM SOLID WALL LENGTH <\/td>\n<\/tr>\n
293<\/td>\nFIGURE R611.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL <\/td>\n<\/tr>\n
294<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
295<\/td>\nTABLE R611.7(3) REDUCTION FACTOR, R2 FOR FLOOR-TO-CELLING WALL HEIGHTS LESS THAN 10 FEET <\/td>\n<\/tr>\n
296<\/td>\nTABLE R611.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3 FOR FLAT, WAFFLE- AND SCRREN-GRID WALLS <\/td>\n<\/tr>\n
298<\/td>\nFIGURE R611.8(1) REINFORCEMENT OF OPENINGS
FIGURE R611.8(2) LINTEL FOR FLAT WALLS <\/td>\n<\/tr>\n
299<\/td>\nFIGURE R611.8(3) LINTELS FOR WAFFLE-GRID WALLS <\/td>\n<\/tr>\n
300<\/td>\nFIGURE R611.8(4) LINTELS FOR SCREEN-GRID WALLS <\/td>\n<\/tr>\n
301<\/td>\nTABLE R611.8(1) LINTEL DESIGN LOADING CONDITIONS <\/td>\n<\/tr>\n
302<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
303<\/td>\nTABLE R611.8(2)\u2014CONTINUED 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 <\/td>\n<\/tr>\n
304<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
305<\/td>\nTABLE R611.8(3)\u2014CONTINUED 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 <\/td>\n<\/tr>\n
306<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
307<\/td>\nTABLE R611.8(4)\u2014CONTINUED 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 <\/td>\n<\/tr>\n
308<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
309<\/td>\nTABLE R611.8(5)\u2014CONTINUED 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 <\/td>\n<\/tr>\n
310<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
311<\/td>\nTABLE R611.8(6)\u2014CONTINUED 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 <\/td>\n<\/tr>\n
312<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
313<\/td>\nTABLE R611.8(7)\u2014CONTINUED 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 <\/td>\n<\/tr>\n
314<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
315<\/td>\nTABLE R611.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS <\/td>\n<\/tr>\n
316<\/td>\nTABLE R611.8(9)\u2014continued 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 <\/td>\n<\/tr>\n
318<\/td>\nFIGURE R611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
319<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
320<\/td>\nFIGURE R611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL FRAMING PARALLEL <\/td>\n<\/tr>\n
321<\/td>\nFIGURE R611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
322<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
323<\/td>\nFIGURE R611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PARALLEL <\/td>\n<\/tr>\n
324<\/td>\nFIGURE R611.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
325<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
326<\/td>\nFIGURE R611.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
327<\/td>\nFIGURE R611.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
328<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
329<\/td>\nFIGURE R611.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
330<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
331<\/td>\nFIGURE R611.9(9) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
332<\/td>\nFIGURE R611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL FRAMING PARALLEL <\/td>\n<\/tr>\n
333<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
334<\/td>\nFIGURE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
335<\/td>\nFIGURE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
336<\/td>\nSECTION R612 EXTERIOR WINDOWS AND DOORS <\/td>\n<\/tr>\n
338<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
339<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
340<\/td>\nFIGURE R613.4 SIP WALL PANEL <\/td>\n<\/tr>\n
341<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
342<\/td>\nTABLE R613.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP LIGHT-FRAME ROOF ONLY (INCHES) <\/td>\n<\/tr>\n
343<\/td>\nTABLE R613.5(2) MINIMUM THICKNESS FOR SIP WALLS SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF (INCHES) <\/td>\n<\/tr>\n
344<\/td>\nFIGURE R613.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
FIGURE R613.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS <\/td>\n<\/tr>\n
345<\/td>\nFIGURE R613.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION
FIGURE R613.5(4) SIP WALL TO WALL PLATFORM FRAME CONNECTION <\/td>\n<\/tr>\n
346<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
347<\/td>\nFIGURE R613.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT
FIGURE R613.8 TYPICAL SIP CONNECTION DETAILS FOR VERTICAL IN-PLANE JOINTS <\/td>\n<\/tr>\n
348<\/td>\nFIGURE R613.9 SIP CORNER FRAMING DETAIL
TABLE R613.10 MAXIMUM SPANS FOR 11 7\/8 INCH DEEP SIP HEADERS (FEET) <\/td>\n<\/tr>\n
349<\/td>\nCHAPTER 7 WALL COVERING
SECTION R701 GENERAL
SECTION R702 INTERIOR COVERING
TABLE R702.1(1) THICKNESS OF PLASTER
TABLE R702.1(2) GYPSUM PLASTER PROPORTIONSA <\/td>\n<\/tr>\n
350<\/td>\nTABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME
TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD <\/td>\n<\/tr>\n
352<\/td>\nTABLE R702.3.7 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION R703 EXTERIOR COVERING <\/td>\n<\/tr>\n
354<\/td>\nTABLE R703.4 WEATHER\u2013RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
355<\/td>\nTABLE R703.4\u2014CONTINUED WEATHER\u2013RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS
TABLE R703.5.2 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLS <\/td>\n<\/tr>\n
356<\/td>\nTABLE R703.7(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C <\/td>\n<\/tr>\n
357<\/td>\nFIGURE R703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES <\/td>\n<\/tr>\n
358<\/td>\nFIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS
TABLE R703.7.3 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER <\/td>\n<\/tr>\n
361<\/td>\nCHAPTER 8 ROOF-CEILING CONSTRUCTION
SECTION R801 GENERAL
SECTION R802 WOOD ROOF FRAMING <\/td>\n<\/tr>\n
365<\/td>\nTABLE R802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (UNINHABITABLE ATTICS WITHOUT STORAGE, LIVE LOAD = 10 PSF, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
366<\/td>\nTABLE R802.4(1)\u2014CONTINUED CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (UNINHABITABLE ATTICS WITHOUT STORAGE, LIVE LOAD = 10 PS L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
367<\/td>\nTABLE R802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (UNINHABITABLE ATTICS WITH LIMITED STORAGE, LIVE LOAD = 20 PSF, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
368<\/td>\nTABLE R802.4(2)\u2014CONTINUED CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (UNINHABITABLE ATTICS WITH LIMITED STORAGE, LIVE LOAD = 20 PSF, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
369<\/td>\nTABLE R802.5.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (ROOF LIVE LOAD=20 PSF, CEILING NOT ATTACHED TO RAFTERS, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
370<\/td>\nTABLE R802.5.1(1)\u2014CONTINUED RAFTER SPANS FOR COMMON LUMBER SPECIES (ROOF LIVE LOAD=20 PSF, CEILING NOT ATTACHED TO RAFTERS, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
371<\/td>\nTABLE R802.5.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (ROOF LIVE LOAD=20 PSF, CEILING ATTACHED TO RAFTERS, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
372<\/td>\nTABLE R802.5.1(2)\u2014CONTINUED RAFTER SPANS FOR COMMON LUMBER SPECIES (ROOF LIVE LOAD=20 PSF, CEILING ATTACHED TO RAFTERS, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
373<\/td>\nTABLE R802.5.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (GROUND SNOW LOAD=30 PSF, CEILING NOT ATTACHED TO RAFTERS, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
374<\/td>\nTABLE R802.5.1(3)\u2014CONTINUED RAFTER SPANS FOR COMMON LUMBER SPECIES (GROUND SNOW LOAD=30 PSF, CEILING NOT ATTACHED TO RAFTERS, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
375<\/td>\nTABLE R802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (GROUND SNOW LOAD=50 PSF, CEILING NOT ATTACHED TO RAFTERS, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
376<\/td>\nTABLE R802.5.1(4)\u2014CONTINUED RAFTER SPANS FOR COMMON LUMBER SPECIES (GROUND SNOW LOAD=50 PSF, CEILING NOT ATTACHED TO RAFTERS, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
377<\/td>\nTABLE R802.5.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (GROUND SNOW LOAD=30 PSF, CEILING ATTACHED TO RAFTERS, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
378<\/td>\nTABLE R802.5.1(5)\u2014CONTINUED RAFTER SPANS FOR COMMON LUMBER SPECIES (GROUND SNOW LOAD=30 PSF, CEILING ATTACHED TO RAFTERS, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
379<\/td>\nTABLE R802.5.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (GROUND SNOW LOAD=50 PSF, CEILING ATTACHED TO RAFTERS, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
380<\/td>\nTABLE R802.5.1(6)\u2014CONTINUED RAFTER SPANS FOR COMMON LUMBER SPECIES (GROUND SNOW LOAD=50 PSF, CEILING ATTACHED TO RAFTERS, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
381<\/td>\nTABLE R802.5.1(7) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (CEILING NOT ATTACHED TO RAFTERS, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
382<\/td>\nTABLE R802.5.1(7)\u2014CONTINUED RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (CEILING NOT ATTACHED TO RAFTERS, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
383<\/td>\nTABLE R802.5.1(8) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (CEILING ATTACHED TO RAFTERS, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
384<\/td>\nTABLE R802.5.1(8)\u2014CONTINUED RAFTER SPANS FOR 70 PSF GROUND SNOW LOADA (CEILING ATTACHED TO RAFTERS, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
385<\/td>\nTABLE R802.5.1(9) RAFTER\/CEILING JOIST HEEL JOINT CONNECTIONS <\/td>\n<\/tr>\n
386<\/td>\nFIGURE 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) <\/td>\n<\/tr>\n
387<\/td>\nSECTION R803 ROOF SHEATHING
TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING
SECTION R804 STEEL ROOF FRAMING <\/td>\n<\/tr>\n
388<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
389<\/td>\nFIGURE R804.2(1) C-SHAPED SECTION
FIGURE R804.2(2) TRACK SECTION
TABLE R804.2.4 SCREW SUBSTITUTION FACTOR <\/td>\n<\/tr>\n
390<\/td>\nFIGURE R804.2.5.1 WEB HOLES
FIGURE R804.2.5.3 WEB HOLE PATCH <\/td>\n<\/tr>\n
391<\/td>\nFIGURE R804.3 STEEL ROOF CONSTRUCTION
TABLE R804.3 ROOF FRAMING FASTENING SCHEDULE <\/td>\n<\/tr>\n
394<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
395<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
396<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
397<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
398<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
399<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
400<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
401<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
402<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
403<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
404<\/td>\nFIGURE R804.3.1.4(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING
FIGURE R804.3.1.5 SPLICED CEILING JOISTS <\/td>\n<\/tr>\n
405<\/td>\nTABLE R804.3.2.1(1) ROOF RAFTER SPANS 33 KSI STEEL <\/td>\n<\/tr>\n
406<\/td>\nTABLE R804.3.2.1(2) ROOF RAFTER SPANS 50 KSI STEEL <\/td>\n<\/tr>\n
407<\/td>\nTABLE R804.3.2.1(3) BASIC WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION
FIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS <\/td>\n<\/tr>\n
408<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
409<\/td>\nTABLE R804.3.3.2 HIP MEMBER SIZES, 33 KSI STEEL
TABLE R804.3.3.3 HIP SUPPORT COLUMN SIZES 33 KSI STEEL <\/td>\n<\/tr>\n
410<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
411<\/td>\nTABLE R804.3.3.4(2) CONNECTION REQUIREMENTSHIP MEMBER TO HIP SUPPORT COLUMN
FIGURE R804.3.3.4(2) HIP SUPPORT COLUMN <\/td>\n<\/tr>\n
412<\/td>\nTABLE R804.3.3.4(3) UPLIFT STRAP CONNECTION REQUIREMENTS HIP MEMBER TO WALL
FIGURE R804.3.3.4(3) HIP CONNECTIONS AT RIDGE <\/td>\n<\/tr>\n
413<\/td>\nFIGURE R804.3.3.4(4) HIP CONNECTIONS AT RIDGE AND BOX COLUMN <\/td>\n<\/tr>\n
414<\/td>\nFIGURE R804.3.3.4(5) HIP MEMBER CONNECTION AT WALL CORNER
FIGURE R804.3.6(1) ROOF OR CEILING OPENING <\/td>\n<\/tr>\n
415<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
416<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
417<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
418<\/td>\nFIGURE R804.3.8(3) ROOF BLOCKING DETAIL
SECTION R805 CEILING FINISHES
SECTION R806 ROOF VENTILATION <\/td>\n<\/tr>\n
419<\/td>\nTABLE R806.4 INSULATION FOR CONDENSATION CONTROL
SECTION R807 ATTIC ACCESS <\/td>\n<\/tr>\n
421<\/td>\nCHAPTER 9 ROOF ASSEMBLIES
SECTION R901 GENERAL
SECTION R902 ROOF CLASSIFICATION
SECTION R903 WEATHER PROTECTION
SECTION R904 MATERIALS <\/td>\n<\/tr>\n
422<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
423<\/td>\nTABLE R905.2.8.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
424<\/td>\nTABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT <\/td>\n<\/tr>\n
425<\/td>\nTABLE R905.6.5 SLATE SHINGLE HEADLAP <\/td>\n<\/tr>\n
426<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
427<\/td>\nTABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE <\/td>\n<\/tr>\n
428<\/td>\nTABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS
TABLE R905.10.3(1) METAL ROOF COVERINGS STANDARDS <\/td>\n<\/tr>\n
429<\/td>\nTABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS
SECTION R906 ROOF INSULATION
TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION R907 REROOFING <\/td>\n<\/tr>\n
431<\/td>\nCHAPTER 10 CHIMNEYS AND FIREPLACES
SECTION R1001 MASONRY FIREPLACES <\/td>\n<\/tr>\n
432<\/td>\nTABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS <\/td>\n<\/tr>\n
433<\/td>\nFIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS <\/td>\n<\/tr>\n
434<\/td>\nSECTION R1002 MASONRY HEATERS <\/td>\n<\/tr>\n
435<\/td>\nFIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES
SECTION R1003 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
437<\/td>\nTABLE R1003.14(1) NET CROSS\u2013SECTIONAL AREA OF ROUND FLUE SIZES
TABLE R1003.14(2) NET CROSS\u2013SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES <\/td>\n<\/tr>\n
438<\/td>\nFIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
439<\/td>\nFIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES
FIGURE R1003.20 CHIMNEY CRICKET <\/td>\n<\/tr>\n
440<\/td>\nTABLE R1003.20 CRICKET DIMENSIONS
SECTION R1004 FACTORY-BUILT FIREPLACES
SECTION R1005 FACTORY-BUILT CHIMNEYS
SECTION R1006 EXTERIOR AIR SUPPLY <\/td>\n<\/tr>\n
441<\/td>\nPART IV \u2014 ENERGY CONSERVATION CHAPTER
CHAPTER 11 ENERGY EFFICIENCY
SECTION N1101 SCOPE, GENERAL REQUIREMENTS, AND ADDITIONAL DEFINITIONS <\/td>\n<\/tr>\n
443<\/td>\nTABLE N1101.2 NORTH CAROLINA CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY COUNTY Key: A \u2013 Moist, B \u2013 Dry, C \u2013 Marine. Absence of moisture designation indicates moisture regime is irrelevant. Asterisk (*) indicates a warm-humid location.
FIGURE N1101.2(1) NORTH CAROLINA CLIMATE ZONES <\/td>\n<\/tr>\n
444<\/td>\nFIGURE N1101.2(2) CLIMATE ZONES <\/td>\n<\/tr>\n
445<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
446<\/td>\nTABLE N1102.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT <\/td>\n<\/tr>\n
447<\/td>\nTABLE N1102.1.2 EQUIVALENT U-FACTORS
TABLE N1102.2.5 STEEL-FRAME CEILING, WALL AND FLOOR INSULATION (R-VALUE) <\/td>\n<\/tr>\n
448<\/td>\nTABLE N1102.2.9 WALL INSULATION ALLOWANCES FOR TERMITE TREATMENT AND INSULATION GAPS <\/td>\n<\/tr>\n
449<\/td>\nTABLE N1102.4.2 AIR BARRIER INSPECTION <\/td>\n<\/tr>\n
450<\/td>\nSECTION N1103 SYSTEMS <\/td>\n<\/tr>\n
451<\/td>\nSECTION N1104 LIGHTING SYSTEMS <\/td>\n<\/tr>\n
453<\/td>\nPART V \u2014 MECHANICAL
CHAPTERS 12 THROUGH 23 DELETED <\/td>\n<\/tr>\n
455<\/td>\nPART V 2012 NORTH CAROLINA STATE BUILDING CODE: MECHANICAL CODE ABRIDGED FOR RESIDENTICAL CODE (2009 IMC\u00ae WITH NORTH CAROLINA AMENDMENTS) <\/td>\n<\/tr>\n
457<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
461<\/td>\nCHAPTER 1 SCOPE AND ADMINISTRATION
PART I\u2014SCOPE AND APPLICATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY <\/td>\n<\/tr>\n
462<\/td>\nPART 2\u2014ADMINISTRATION 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 <\/td>\n<\/tr>\n
463<\/td>\nSECTION 110 TEMPORARY EQUIPMENT, SYSTEMS AND USES <\/td>\n<\/tr>\n
465<\/td>\nCHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS <\/td>\n<\/tr>\n
473<\/td>\nCHAPTER 3 GENERAL REGULATIONS
SECTION 301 GENERAL <\/td>\n<\/tr>\n
474<\/td>\nSECTION 302 PROTECTION OF STRUCTURE
SECTION 303 EQUIPMENT AND APPLIANCE LOCATION <\/td>\n<\/tr>\n
475<\/td>\nSECTION 304 INSTALLATION <\/td>\n<\/tr>\n
476<\/td>\nSECTION 305 PIPING SUPPORT
TABLE 305.4 PIPING SUPPORT SPACING
SECTION 306 ACCESS AND SERVICE SPACE <\/td>\n<\/tr>\n
477<\/td>\nSECTION 307 CONDENSATE DISPOSAL
TABLE 307.2.2 CONDENSATE DRAIN SIZING DELETED <\/td>\n<\/tr>\n
478<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
479<\/td>\nTABLE 308.6 CLEARANCE REDUCTION METHODS FOR UNLISTED EQUIPMENT <\/td>\n<\/tr>\n
481<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
482<\/td>\nTABLE 403.3 MINIMUM VENTILATION RATES
SECTION 404 ENCLOSED PARKING GARAGES DELETED
SECTION 405 SYSTEMS CONTROL DELETED
SECTION 406 VENTILATION OF UNINHABITED SPACES DELETED <\/td>\n<\/tr>\n
483<\/td>\nCHAPTER 5 EXHAUST SYSTEMS
SECTION 501 GENERAL
SECTION 502 REQUIRED SYSTEMS <\/td>\n<\/tr>\n
484<\/td>\nSECTION 503 MOTORS AND FANS DELETED
SECTION 504 CLOTHES DRYER EXHAUST
TABLE 504.6.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH <\/td>\n<\/tr>\n
485<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
487<\/td>\nCHAPTER 6 DUCT SYSTEMS
SECTION 601 GENERAL
SECTION 602 PLENUMS
SECTION 603 DUCT CONSTRUCTION AND INSTALLATION <\/td>\n<\/tr>\n
489<\/td>\nTABLE 603.4 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESSES FOR SINGLE DWELLING UNITS <\/td>\n<\/tr>\n
490<\/td>\nSECTION 604 INSULATION <\/td>\n<\/tr>\n
491<\/td>\nSECTION 605 AIR FILTERS
SECTION 606 SMOKE DETECTION SYSTEMS CONTROL DELETED
[B] SECTION 607 DUCT AND TRANSFER OPENINGS DELETED <\/td>\n<\/tr>\n
493<\/td>\nCHAPTER 7 COMBUSTION AIR
SECTION 701 GENERAL <\/td>\n<\/tr>\n
495<\/td>\nCHAPTER 8 CHIMNEYS AND VENTS
SECTION 801 GENERAL <\/td>\n<\/tr>\n
496<\/td>\nSECTION 802 VENTS
TABLE 802.2 VENT APPLICATION <\/td>\n<\/tr>\n
497<\/td>\nSECTION 803 CONNECTORS
TABLE 803.9(1) MINIMUM CHIMNEY CONNECTOR THICKNESS FOR LOW-HEAT APPLIANCES <\/td>\n<\/tr>\n
498<\/td>\nTABLE 803.10.4 CHIMNEY CONNECTOR SYSTEMS AND CLEARANCES TO COMBUSTIBLE WALL MATERIALS FOR DOMESTIC HEATING APPLIANCES (FOR CHIMNEY CONNECTOR SYSTEM DETAILS, SEE
\nAPPENDIX A)
TABLE 803.10.6 CONNECTOR CLEARANCES TO COMBUSTIBLES
SECTION 804 DIRECT-VENT, INTEGRAL VENT AND MECHANICAL DRAFT SYSTEMS <\/td>\n<\/tr>\n
499<\/td>\nSECTION 805 FACTORY-BUILT CHIMNEYS
SECTION 806 METAL CHIMNEYS DELETED <\/td>\n<\/tr>\n
501<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
502<\/td>\nSECTION 910 FLOOR FURNACES
SECTION 911 DUCT FURNACES DELETED
SECTION 912 INFRARED RADIANT HEATERS DELETED
SECTION 913 CLOTHES DRYERS
SECTION 914 SAUNA HEATERS <\/td>\n<\/tr>\n
503<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
504<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
505<\/td>\nSECTION 929 BASEBOARD CONVECTORS
SECTION 930 DUCT HEATERS <\/td>\n<\/tr>\n
507<\/td>\nCHAPTER 10 BOILERS, WATER HEATERS AND PRESSURE VESSELS
SECTION 1001 GENERAL
SECTION 1002 WATER HEATERS
SECTION 1003 PRESSURE VESSELS
SECTION 1004 BOILERS <\/td>\n<\/tr>\n
508<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
509<\/td>\nEQUATION 10-1
SECTION 1010 GAUGES
SECTION 1011 TESTS DELETED <\/td>\n<\/tr>\n
511<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
512<\/td>\nSECTION 1108 FIELD TEST DELETED
[F] SECTION 1109 PERIODIC TESTING DELETED <\/td>\n<\/tr>\n
513<\/td>\nCHAPTER 12 HYDRONIC PIPING
SECTION 1201 GENERAL
SECTION 1202 MATERIAL
TABLE 1202.4 HYDRONIC PIPE
TABLE 1202.4\u2014CONTINUED HYDRONIC PIPE
TABLE 1202.5 HYDRONIC PIPE FITTINGS <\/td>\n<\/tr>\n
514<\/td>\nSECTION 1203 JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
515<\/td>\nSECTION 1204 PIPE INSULATION <\/td>\n<\/tr>\n
516<\/td>\nSECTION 1205 VALVES
SECTION 1206 PIPING INSTALLATION
SECTION 1207 TRANSFER FLUID DELETED
SECTION 1208 TESTS <\/td>\n<\/tr>\n
517<\/td>\nSECTION 1209 EMBEDDED PIPING <\/td>\n<\/tr>\n
519<\/td>\nCHAPTER 13 FUEL OIL PIPING AND STORAGE
SECTION 1301 GENERAL
SECTION 1302 MATERIAL
TABLE 1302.3 FUEL OIL PIPING
SECTION 1303 JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
520<\/td>\nSECTION 1304 PIPING SUPPORT
SECTION 1305 FUEL OIL SYSTEM INSTALLATION <\/td>\n<\/tr>\n
521<\/td>\nSECTION 1306 OIL GAUGING
SECTION 1307 FUEL OIL VALVES
SECTION 1308 TESTING
SECTION 1309 OIL TANKS FOR ONE AND TWO-FAMILY DWELLINGS AND TOWNHOUSES <\/td>\n<\/tr>\n
523<\/td>\nCHAPTER 14 SOLAR SYSTEMS
SECTION 1401 GENERAL
SECTION 1402 INSTALLATION <\/td>\n<\/tr>\n
524<\/td>\nSECTION 1403 HEAT TRANSFER FLUIDS
SECTION 1404 MATERIALS <\/td>\n<\/tr>\n
525<\/td>\nCHAPTER 15 REFERENCED STANDARDS
ACCA
AHRI
ANSI
ASHRAE
ASME <\/td>\n<\/tr>\n
526<\/td>\nASSE
ASTM <\/td>\n<\/tr>\n
527<\/td>\nAWS <\/td>\n<\/tr>\n
528<\/td>\nAWWA
CSA
DOL
FS
ICC <\/td>\n<\/tr>\n
529<\/td>\nIIAR
MSS
NAIMA
NFPA <\/td>\n<\/tr>\n
530<\/td>\nSMACNA
UL <\/td>\n<\/tr>\n
533<\/td>\nAPPENDIX 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\u2014INLET 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. <\/td>\n<\/tr>\n
534<\/td>\nFIGURE A-5 CHIMNEY CONNECTOR SYSTEMS <\/td>\n<\/tr>\n
535<\/td>\nFIGURE A-5\u2014CONTINUED CHIMNEY CONNECTOR SYSTEMS <\/td>\n<\/tr>\n
537<\/td>\nAPPENDIX B RECOMMENDED PERMIT FEE SCHEDULE DELETED <\/td>\n<\/tr>\n
539<\/td>\nPART VI \u2014 FUEL GAS
CHAPTER 24 DELETED <\/td>\n<\/tr>\n
541<\/td>\nPART VI 2012 NORTH CAROLINA STATE BUILDING CODE: FUEL GAS CODE ABRIDGED FOR RESIDENTIAL CODE (2009 IFGC\u00ae WITH NORTH CAROLINA AMENDMENTS) <\/td>\n<\/tr>\n
543<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
545<\/td>\nCHAPTER 1 SCOPE AND ADMINISTRATION
PART 1\u2014SCOPE AND APPLICATION
SECTION 101 (IFGC) GENERAL <\/td>\n<\/tr>\n
546<\/td>\nSECTION 102 (IFGC) APPLICABILITY
SECTION 103 (IFGC) DEPARTMENT OF INSPECTION
SECTION 104 (IFGC) DUTIES AND POWERS OF THE CODE OFFICIAL
SECTION 105 (IFGC) APPROVAL <\/td>\n<\/tr>\n
547<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
549<\/td>\nCHAPTER 2 DEFINITIONS
SECTION 201 (IFGC) GENERAL
SECTION 202 (IFGC) GENERAL DEFINITIONS <\/td>\n<\/tr>\n
557<\/td>\nCHAPTER 3 GENERAL REGULATIONS
SECTION 301 (IFGC) GENERAL <\/td>\n<\/tr>\n
558<\/td>\nSECTION 302 (IFGC) STRUCTURAL SAFETY
SECTION 303 (IFGC) APPLIANCE LOCATION <\/td>\n<\/tr>\n
559<\/td>\nSECTION 304 (IFGS) COMBUSTION, VENTILATION AND DILUTION AIR
EQUATION 3-1
EQUATION 3-2 <\/td>\n<\/tr>\n
560<\/td>\nFIGURE 304.5.3 ALL AIR FROM INSIDE THE BUILDING (SEE SECTION 304.5.3)
FIGURE 304.6.1(1) ALL AIR FROM OUTDOORS\u2014INLET 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) <\/td>\n<\/tr>\n
561<\/td>\nFIGURE 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) <\/td>\n<\/tr>\n
562<\/td>\nSECTION 305 (IFGC) INSTALLATION <\/td>\n<\/tr>\n
563<\/td>\nSECTION 306 (IFGC) ACCESS AND SERVICE SPACE <\/td>\n<\/tr>\n
564<\/td>\nSECTION 307 (IFGC) CONDENSATE DISPOSAL
SECTION 308 (IFGS) CLEARANCE REDUCTION FOR UNLISTED EQUIPMENT <\/td>\n<\/tr>\n
565<\/td>\nSECTION 309 (IFGC) ELECTRICAL
SECTION 310 (IFGS) ELECTRICAL BONDING <\/td>\n<\/tr>\n
566<\/td>\nTABLE 308.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION <\/td>\n<\/tr>\n
567<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
569<\/td>\nCHAPTER 4 GAS PIPING INSTALLATIONS
SECTION 401 (IFGC) GENERAL
SECTION 402 (IFGS) PIPE SIZING
EQUATION 4-1 <\/td>\n<\/tr>\n
570<\/td>\nEQUATION 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 <\/td>\n<\/tr>\n
571<\/td>\nTABLE 402.4(2) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
572<\/td>\nTABLE 402.4(3) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
573<\/td>\nTABLE 402.4(5) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
574<\/td>\nTABLE 402.4(7) SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
575<\/td>\nTABLE 402.4(8) SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
576<\/td>\nTABLE 402.4(10) SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
577<\/td>\nTABLE 402.4(12) SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
578<\/td>\nTABLE 402.4(13) CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
579<\/td>\nTABLE 402.4(16) CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
580<\/td>\nTABLE 402.4(17) CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
581<\/td>\nTABLE 402.4(19) POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
582<\/td>\nTABLE 402.4(20) POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
583<\/td>\nTABLE 402.4(22) POLYETHYLENE PLASTIC TUBING <\/td>\n<\/tr>\n
584<\/td>\nTABLE 402.4(23) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
585<\/td>\nTABLE 402.4(24) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
586<\/td>\nTABLE 402.4(25) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
587<\/td>\nTABLE 402.4(26) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
588<\/td>\nTABLE 402.4(27) SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
589<\/td>\nTABLE 402.4(28) SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
590<\/td>\nTABLE 402.4(29) SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
591<\/td>\nTABLE 402.4(30) CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
592<\/td>\nTABLE 402.4(31) CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
593<\/td>\nTABLE 402.4(32) CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
594<\/td>\nTABLE 402.4(33) POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
595<\/td>\nTABLE 402.4(34) POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
596<\/td>\nTABLE 402.4(35) POLYETHYLENE PLASTIC TUBING <\/td>\n<\/tr>\n
597<\/td>\nTABLE 402.4(36) POLYETHYLENE PLASTIC PIPE SIZING BETWEEN FIRST STAGE AND SECOND STAGE REGULATOR <\/td>\n<\/tr>\n
598<\/td>\nTABLE 402.4(37) POLYETHYLENE PLASTIC TUBE SIZING <\/td>\n<\/tr>\n
599<\/td>\nSECTION 403 (IFGS) PIPING MATERIALS <\/td>\n<\/tr>\n
600<\/td>\nTABLE 403.9.2 SPECIFICATIONS FOR THREADING METALLIC PIPE <\/td>\n<\/tr>\n
601<\/td>\nSECTION 404 (IFGC) PIPING SYSTEM INSTALLATION <\/td>\n<\/tr>\n
602<\/td>\nSECTION 405 (IFGS) PIPING BENDS AND CHANGES IN DIRECTION <\/td>\n<\/tr>\n
603<\/td>\nSECTION 406 (IFGS) INSPECTION, TESTING AND PURGING <\/td>\n<\/tr>\n
604<\/td>\nSECTION 407 (IFGC) PIPING SUPPORT <\/td>\n<\/tr>\n
605<\/td>\nSECTION 408 (IFGC) DRIPS AND SLOPED PIPING
SECTION 409 (IFGC) SHUTOFF VALVES
TABLE 409.1.1 MANUAL GAS VALVE STANDARDS
SECTION 410 (IFGC) FLOW CONTROLS <\/td>\n<\/tr>\n
606<\/td>\nSECTION 411 (IFGC) APPLIANCE AND MANUFACTURED HOME CONNECTIONS <\/td>\n<\/tr>\n
607<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
609<\/td>\nCHAPTER 5 CHIMNEYS AND VENTS
SECTION 501 (IFGC) GENERAL <\/td>\n<\/tr>\n
610<\/td>\nSECTION 502 (IFGC) VENTS <\/td>\n<\/tr>\n
611<\/td>\nSECTION 503 (IFGS) VENTING OF APPLIANCES <\/td>\n<\/tr>\n
612<\/td>\nTABLE 503.4 TYPE OF VENTING SYSTEM TO BE USED <\/td>\n<\/tr>\n
613<\/td>\nFIGURE 503.5.4 TYPICAL TERMINATION LOCATIONS FOR CHIMNEYS AND SINGLE-WALL METAL PIPES SERVING RESIDENTIAL-TYPE AND LOW-HEAT APPLIANCES <\/td>\n<\/tr>\n
615<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
617<\/td>\nTABLE 503.10.2.4 MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES <\/td>\n<\/tr>\n
618<\/td>\nTABLE 503.10.5 CLEARANCES FOR CONNECTORS <\/td>\n<\/tr>\n
620<\/td>\nSECTION 504 (IFGS) SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS <\/td>\n<\/tr>\n
622<\/td>\nTABLE 504.2(1) TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
623<\/td>\nTABLE 504.2(1)\u2014CONTINUED TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
624<\/td>\nTABLE 504.2(1)\u2014CONTINUED TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
625<\/td>\nTABLE 504.2(1)\u2014CONTINUED TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
626<\/td>\nTABLE 504.2(2) TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
627<\/td>\nTABLE 504.2(2)\u2014CONTINUED TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
628<\/td>\nTABLE 504.2(3) MASONRY CHIMNEY <\/td>\n<\/tr>\n
629<\/td>\nTABLE 504.2(3)\u2014CONTINUED MASONRY CHIMNEY <\/td>\n<\/tr>\n
630<\/td>\nTABLE 504.2(4) MASONRY CHIMNEY <\/td>\n<\/tr>\n
631<\/td>\nTABLE 504.2(4)\u2014CONTINUED MASONRY CHIMNEY <\/td>\n<\/tr>\n
632<\/td>\nTABLE 504.2(5) SINGLE-WALL METAL PIPE OR TYPE B ASBESTOS CEMENT VENT <\/td>\n<\/tr>\n
633<\/td>\nTABLE 504.2(6) EXTERIOR MASONRY CHIMNEY <\/td>\n<\/tr>\n
634<\/td>\nTABLE 504.3.2 MAXIMUM VENT CONNECTOR LENGTH <\/td>\n<\/tr>\n
636<\/td>\nSECTION 505 (IFGC) DIRECT-VENT, INTEGRAL VENT, MECHANICAL VENT AND VENTILATION\/EXHAUST HOOD VENTING
SECTION 506 (IFGC) FACTORY-BUILT CHIMNEYS <\/td>\n<\/tr>\n
637<\/td>\nTABLE 504.3(1) TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n
638<\/td>\nTABLE 504.3(1)\u2014CONTINUED TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n
639<\/td>\nTABLE 504.3(2) TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n
640<\/td>\nTABLE 504.3(3) MASONRY CHIMNEY <\/td>\n<\/tr>\n
641<\/td>\nTABLE 504.3(4) MASONRY CHIMNEY <\/td>\n<\/tr>\n
642<\/td>\nTABLE 504.3(5) SINGLE-WALL METAL PIPE OR TYPE ASBESTOS CEMENT VENT <\/td>\n<\/tr>\n
643<\/td>\nTABLE 504.3(6A) EXTERIOR MASONRY CHIMNEY
TABLE 504.3(6B) EXTERIOR MASONRY CHIMNEY
TABLE 504.3(6B) EXTERIOR MASONRY CHIMNEY\u2014CONTINUED <\/td>\n<\/tr>\n
644<\/td>\nTABLE 504.3(7A) EXTERIOR MASONRY CHIMNEY
TABLE 504.3(7B) EXTERIOR MASONRY CHIMNEY
TABLE 504.3(7B) EXTERIOR MASONRY CHIMNEY\u2014CONTINUED <\/td>\n<\/tr>\n
645<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
646<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
647<\/td>\nSECTION 615 (IFGC) SAUNA HEATERS <\/td>\n<\/tr>\n
648<\/td>\n[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 <\/td>\n<\/tr>\n
650<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
651<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
652<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
653<\/td>\nCHAPTER 7 GASEOUS HYDROGEN SYSTEMS DELETED <\/td>\n<\/tr>\n
655<\/td>\nIFGC\/IFGS CHAPTER 8 REFERENCED STANDARDS
ANSI <\/td>\n<\/tr>\n
656<\/td>\nASME
ASTM
CGA
CSA <\/td>\n<\/tr>\n
657<\/td>\nDOTn
ICC
MSS
NFPA <\/td>\n<\/tr>\n
658<\/td>\nUL <\/td>\n<\/tr>\n
659<\/td>\nAPPENDIX A (IFGS) SIZING AND CAPACITIES OF GAS PIPING
A.1 GENERAL PIPING CONSIDERATIONS
A.2 DESCRIPTIONS OF TABLES <\/td>\n<\/tr>\n
660<\/td>\nTABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES <\/td>\n<\/tr>\n
661<\/td>\nTABLE A.2.2\u2014CONTINUED EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES <\/td>\n<\/tr>\n
662<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
664<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
665<\/td>\nA.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 <\/td>\n<\/tr>\n
666<\/td>\nFIGURE 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) <\/td>\n<\/tr>\n
667<\/td>\nA.7 EXAMPLES OF PIPING SYSTEM DESIGN AND SIZING
FIGURE A.7.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM <\/td>\n<\/tr>\n
668<\/td>\nFIGURE A.7.2 PIPING PLAN SHOWING A CSST SYSTEM
FIGURE A.7.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM <\/td>\n<\/tr>\n
669<\/td>\nFIGURE A.7.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM <\/td>\n<\/tr>\n
671<\/td>\nAPPENDIX 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 <\/td>\n<\/tr>\n
672<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
673<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
674<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
675<\/td>\nFIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE
FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE <\/td>\n<\/tr>\n
676<\/td>\nEXAMPLES 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 <\/td>\n<\/tr>\n
678<\/td>\nTABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTS <\/td>\n<\/tr>\n
679<\/td>\nFIGURE B-19 <\/td>\n<\/tr>\n
681<\/td>\nAPPENDIX 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 <\/td>\n<\/tr>\n
683<\/td>\nAPPENDIX D (IFGS) RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION <\/td>\n<\/tr>\n
685<\/td>\nPART VII \u2014 PLUMBING
CHAPTERS 25 THROUGH 33 DELETED <\/td>\n<\/tr>\n
687<\/td>\nPART VII 2012 NORTH CAROLINA STATE BUILDING CODE: ABRIDGED FOR RESIDENTIAL CODE (2009 IPC\u00ae WITH NORTH CAROLINA AMENDMENTS) <\/td>\n<\/tr>\n
689<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
693<\/td>\nCHAPTER 1 SCOPE AND ADMINISTRATION
PART 1\u2014SCOPE AND APPLICATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY <\/td>\n<\/tr>\n
694<\/td>\nSECTION 103 DEPARTMENT OF PLUMBING INSPECTION
SECTION 104 DUTIES AND POWERS OF THE CODE OFFICIAL
SECTION 105 APPROVAL <\/td>\n<\/tr>\n
695<\/td>\nSECTION 106 PERMITS
SECTION 107 INSPECTIONS AND TESTING
SECTION 108 VIOLATIONS
SECTION 109 MEANS OF APPEAL
SECTION 110 TEMPORARY EQUIPMENT, SYSTEMS AND USES <\/td>\n<\/tr>\n
697<\/td>\nCHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS <\/td>\n<\/tr>\n
705<\/td>\nCHAPTER 3 GENERAL REGULATIONS
SECTION 301 GENERAL
SECTION 302 EXCLUSION OF MATERIALS DETRIMENTAL TO THE SEWER SYSTEM
SECTION 303 MATERIALS
SECTION 304 RODENTPROOFING <\/td>\n<\/tr>\n
706<\/td>\nTABLE 303.4 PRODUCTS AND MATERIALS REQUIRING THIRD-PARTY TESTING AND THIRD-PARTY CERTIFICATION
SECTION 305 PROTECTION OF PIPES AND PLUMBING SYSTEM COMPONENTS <\/td>\n<\/tr>\n
707<\/td>\nSECTION 306 TRENCHING, EXCAVATION AND BACKFILL
SECTION 307 STRUCTURAL SAFETY
SECTION 308 PIPING SUPPORT <\/td>\n<\/tr>\n
708<\/td>\nTABLE 308.5 HANGER SPACING
SECTION 309 FLOOD HAZARD RESISTANCE <\/td>\n<\/tr>\n
709<\/td>\nSECTION 310 WASHROOM AND TOILET ROOM REQUIREMENTS DELETED
SECTION 311 TOILET FACILITIES FOR WORKERS
SECTION 312 TESTS AND INSPECTIONS <\/td>\n<\/tr>\n
710<\/td>\nSECTION 313 EQUIPMENT EFFICIENCIES
SECTION 314 CONDENSATE DISPOSAL <\/td>\n<\/tr>\n
711<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
712<\/td>\nSECTION 406 AUTOMATIC CLOTHES WASHERS
SECTION 407 BATHTUBS <\/td>\n<\/tr>\n
713<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
714<\/td>\nSECTION 416 LAVATORIES
SECTION 417 SHOWERS
TABLE 417.4 PREFABRICATED SHOWER RECEPTOR STANDARDS MATERIALS STANDARDS <\/td>\n<\/tr>\n
715<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
716<\/td>\nSECTION 424 FAUCETS AND OTHER FIXTURE FITTINGS
SECTION 425 FLUSHING DEVICES FOR WATER CLOSETS AND URINALS <\/td>\n<\/tr>\n
717<\/td>\nSECTION 426 MANUAL FOOD AND BEVERAGE DISPENSING EQUIPMENT DELETED
SECTION 427 FLOOR SINKS DELETED <\/td>\n<\/tr>\n
719<\/td>\nCHAPTER 5 WATER HEATERS
SECTION 501 GENERAL <\/td>\n<\/tr>\n
720<\/td>\nSECTION 502 INSTALLATION
SECTION 503 CONNECTIONS <\/td>\n<\/tr>\n
721<\/td>\nSECTION 504 SAFETY DEVICES
SECTION 505 INSULATION <\/td>\n<\/tr>\n
723<\/td>\nCHAPTER 6 WATER SUPPLY AND DISTRIBUTION
SECTION 601 GENERAL
SECTION 602 WATER REQUIRED
SECTION 603 WATER SERVICE
SECTION 604 DESIGN OF BUILDING WATER DISTRIBUTION SYSTEM <\/td>\n<\/tr>\n
724<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
725<\/td>\nTABLE 604.10.1 MANIFOLD SIZING
SECTION 605 MATERIALS, JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
726<\/td>\nTABLE 605.3 WATER SERVICE PIPE <\/td>\n<\/tr>\n
727<\/td>\nTABLE 605.4 WATER DISTRIBUTION PIPE
TABLE 605.8 MANUFACTURED PIPE NIPPLES <\/td>\n<\/tr>\n
728<\/td>\nTABLE 605.5 PIPE FITTINGS <\/td>\n<\/tr>\n
730<\/td>\nSECTION 606 INSTALLATION OF THE BUILDING WATER DISTRIBUTION SYSTEM <\/td>\n<\/tr>\n
731<\/td>\nTABLE 606.5.4 SIZES FOR OVERFLOW PIPES FOR WATER SUPPLY TANKS
TABLE 606.5.7 SIZE OF DRAIN PIPES FOR WATER TANKS <\/td>\n<\/tr>\n
732<\/td>\nSECTION 607 HOT WATER SUPPLY SYSTEM
SECTION 608 PROTECTION OF POTABLE WATER SUPPLY <\/td>\n<\/tr>\n
733<\/td>\nTABLE 608.1 APPLICATION OF BACKFLOW PREVENTERS <\/td>\n<\/tr>\n
734<\/td>\nTABLE 608.8.3 SIZE OF PIPE IDENTIFICATION <\/td>\n<\/tr>\n
735<\/td>\nTABLE 608.15.1 MINIMUM REQUIRED AIR GAPS <\/td>\n<\/tr>\n
736<\/td>\nSECTION 609 HEALTH CARE PLUMBING DELETED
SECTION 610 DISINFECTION OF POTABLE WATER SYSTEM
SECTION 611 DRINKING WATER TREATMENT UNITS <\/td>\n<\/tr>\n
737<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
739<\/td>\nCHAPTER 7 SANITARY DRAINAGE
SECTION 701 GENERAL
SECTION 702 MATERIALS
TABLE 702.1 ABOVE-GROUND DRAINAGE AND VENT PIPE <\/td>\n<\/tr>\n
740<\/td>\nTABLE 702.2 UNDERGROUND BUILDING DRAINAGE AND VENT PIPE
TABLE 702.3 BUILDING SEWER PIPE <\/td>\n<\/tr>\n
741<\/td>\nTABLE 702.4 PIPE FITTINGS
SECTION 703 BUILDING SEWER
SECTION 704 DRAINAGE PIPING INSTALLATION
TABLE 704.1 SLOPE OF HORIZONTAL DRAINAGE PIPE
SECTION 705 JOINTS <\/td>\n<\/tr>\n
744<\/td>\nTABLE 705.21 CAULKING FERRULE SPECIFICATIONS
TABLE 705.22 SOLDERING BUSHING SPECIFICATIONS
SECTION 706 CONNECTIONS BETWEEN DRAINAGE PIPING AND FITTINGS <\/td>\n<\/tr>\n
745<\/td>\nTABLE 706.3 FITTINGS FOR CHANGE IN DIRECTION
SECTION 707 PROHIBITED JOINTS AND CONNECTIONS
SECTION 708 CLEANOUTS <\/td>\n<\/tr>\n
746<\/td>\nSECTION 709 FIXTURE UNITS
TABLE 709.2 DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS
SECTION 710 DRAINAGE SYSTEM SIZING <\/td>\n<\/tr>\n
747<\/td>\nTABLE 709.1 DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS <\/td>\n<\/tr>\n
748<\/td>\nTABLE 710.1(1) BUILDING DRAINS AND SEWERS
TABLE 710.1(2) HORIZONTAL FIXTURE BRANCHES AND STACKS <\/td>\n<\/tr>\n
749<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
750<\/td>\nSECTION 715 BACKWATER VALVES <\/td>\n<\/tr>\n
751<\/td>\nCHAPTER 8 INDIRECT\/SPECIAL WASTE
SECTION 801 GENERAL DELETED
SECTION 802 INDIRECT WASTES
SECTION 803 SPECIAL WASTES DELETED
SECTION 804 MATERIALS, JOINTS AND CONNECTIONS DELETED <\/td>\n<\/tr>\n
753<\/td>\nCHAPTER 9 VENTS
SECTION 901 GENERAL
SECTION 902 MATERIALS
SECTION 903 OUTDOOR VENT EXTENSION
SECTION 904 VENT TERMINALS <\/td>\n<\/tr>\n
754<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
755<\/td>\nTABLE 909.3 WET VENT SIZE
TABLE 909.4 SIZE OF VENT STACK
SECTION 910 WASTE STACK VENT
TABLE 910.4 WASTE STACK VENT SIZE <\/td>\n<\/tr>\n
756<\/td>\nSECTION 911 CIRCUIT VENTING
SECTION 912 COMBINATION WASTE DRAIN AND VENT SYSTEM DELETED
SECTION 913 ISLAND FIXTURE VENTING
SECTION 914 RELIEF VENTS\u2014STACKS OF MORE THAN 10 BRANCH INTERVALS DELETED
SECTION 915 VENTS FOR STACK OFFSETS DELETED
SECTION 916 VENT PIPE SIZING <\/td>\n<\/tr>\n
757<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
759<\/td>\nCHAPTER 10 TRAPS, INTERCEPTORS AND SEPARATORS
SECTION 1001 GENERAL
SECTION 1002 TRAP REQUIREMENTS
SECTION 1003 INTERCEPTORS AND SEPARATORS DELETED
SECTION 1004 MATERIALS, JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
761<\/td>\nCHAPTER 11 STORM DRAINAGE DELETED <\/td>\n<\/tr>\n
763<\/td>\nCHAPTER 12 SPECIAL PIPING AND STORAGE SYSTEMS DELETED <\/td>\n<\/tr>\n
765<\/td>\nCHAPTER 13 REFERENCED STANDARDS
ANSI
AHRI
ASME <\/td>\n<\/tr>\n
766<\/td>\nASSE <\/td>\n<\/tr>\n
768<\/td>\nASTM <\/td>\n<\/tr>\n
770<\/td>\nAWS
AWWA <\/td>\n<\/tr>\n
771<\/td>\nCISPI
CSA <\/td>\n<\/tr>\n
772<\/td>\nICC
ISEA
NFPA <\/td>\n<\/tr>\n
773<\/td>\nNSF
PDI
UL <\/td>\n<\/tr>\n
775<\/td>\nAPPENDIX A PLUMBING PERMIT FEE SCHEDULE <\/td>\n<\/tr>\n
777<\/td>\nAPPENDIX B RATES OF RAINFALL FOR VARIOUS CITIES <\/td>\n<\/tr>\n
779<\/td>\nAPPENDIX C GRAY WATER RECYCLING SYSTEMS
SECTION C101 GENERAL
SECTION C102 SYSTEMS FOR FLUSHING WATER CLOSETS AND URINALS <\/td>\n<\/tr>\n
780<\/td>\nSECTION C103 SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS DELETED <\/td>\n<\/tr>\n
781<\/td>\nFIGURE 1 GRAY WATER RECYCLING SYSTEM FOR SUBSURFACE LANDSCAPE IRRIGATION <\/td>\n<\/tr>\n
782<\/td>\nFIGURE 2 GRAY WATER RECYCLING SYSTEM FOR FLUSHING WATER CLOSETS AND URINALS <\/td>\n<\/tr>\n
783<\/td>\nAPPENDIX C1 RAIN WATER RECYCLING SYSTEMS
SECTION C1-101 GENERAL
SECTION C1-102 SYSTEMS FOR FLUSHING WATER CLOSETS AND URINALS <\/td>\n<\/tr>\n
785<\/td>\nAPPENDIX D DEGREE DAY AND DESIGN TEMPERATURES DELETED <\/td>\n<\/tr>\n
787<\/td>\nAPPENDIX E SIZING OF WATER PIPING SYSTEM
SECTION E101 GENERAL
SECTION E102 INFORMATION REQUIRED
SECTION E103 SELECTION OF PIPE SIZE <\/td>\n<\/tr>\n
791<\/td>\nTABLE E.1
TABLE E.2 <\/td>\n<\/tr>\n
792<\/td>\nFIGURE E103.3(1) EXAMPLE-SIZING <\/td>\n<\/tr>\n
793<\/td>\nTABLE E103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS <\/td>\n<\/tr>\n
794<\/td>\nTABLE E103.3(2) LOAD VALUES ASSIGNED TO FIXTURES <\/td>\n<\/tr>\n
795<\/td>\nTABLE E103.3(3) TABLE FOR ESTIMATING DEMAND <\/td>\n<\/tr>\n
796<\/td>\nTABLE E103.3(3)\u2014CONTINUED TABLE FOR ESTIMATING DEMAND
TABLE E103.3(4) LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH (PSI) <\/td>\n<\/tr>\n
797<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
798<\/td>\nFIGURE E103.3(2) FRICTION LOSS IN SMOOTH PIPE (TYPE K, ASTM B 88 COPPER TUBING) <\/td>\n<\/tr>\n
799<\/td>\nFIGURE E103.3(3) FRICTION LOSS IN SMOOTH PIPE (TYPE L, ASTM B 88 COPPER TUBING) <\/td>\n<\/tr>\n
800<\/td>\nFIGURE E103.3(4) FRICTION LOSS IN SMOOTH PIPE (TYPE M, ASTM B 88 COPPER TUBING) <\/td>\n<\/tr>\n
801<\/td>\nFIGURE E103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPE <\/td>\n<\/tr>\n
802<\/td>\nFIGURE E103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPE <\/td>\n<\/tr>\n
803<\/td>\nFIGURE E103.3(7) FRICTION LOSS IN FAIRLY ROUGH PIPE <\/td>\n<\/tr>\n
804<\/td>\nSECTION E201 SELECTION OF PIPE SIZE
SECTION E202 DETERMINATION OF PIPE VOLUMES <\/td>\n<\/tr>\n
805<\/td>\nTABLE E201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (W.S.F.U.) <\/td>\n<\/tr>\n
806<\/td>\nTABLE E201.1\u2014CONTINUED MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (W. <\/td>\n<\/tr>\n
807<\/td>\nTABLE E202.1 INTERNAL VOLUME OF VARIOUS WATER DISTRIBUTION TUBING <\/td>\n<\/tr>\n
809<\/td>\nAPPENDIX F STRUCTURAL SAFETY
SECTION F101 CUTTING, NOTCHING AND BORING IN WOOD MEMBERS <\/td>\n<\/tr>\n
811<\/td>\nAPPENDIX G VACUUM DRAINAGE SYSTEM
SECTION G101 VACUUM DRAINAGE SYSTEM <\/td>\n<\/tr>\n
813<\/td>\nAPPENDIX H RODENTPROOFING <\/td>\n<\/tr>\n
815<\/td>\nPART VIII \u2014 ELECTRICAL CHAPTERS
CHAPTERS 34 THROUGH 43 DELETED <\/td>\n<\/tr>\n
817<\/td>\nPART VIII 2012 NORTH CAROLINA STATE BUILIDNG CODE: ELECTRICAL CODE ABRIDGED FOR RESIDENTIAL CODE (2011 NEC\u00ae WITH NORTH CAROLINA AMENDMENTS) <\/td>\n<\/tr>\n
819<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
823<\/td>\nARTICLE 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 <\/td>\n<\/tr>\n
824<\/td>\n10.8 TEMPORARY POWER
10.9 REQUIREMENTS OF OTHER STATE AGENCIES OCCUPATIONAL LICENSING BOARDS OR COMMISSIONS <\/td>\n<\/tr>\n
825<\/td>\nAMENDMENT 210.8(A)(3) <\/td>\n<\/tr>\n
826<\/td>\nAMENDMENT 250.50 <\/td>\n<\/tr>\n
827<\/td>\nAMENDMENT 334.15(C) <\/td>\n<\/tr>\n
829<\/td>\nPART IX\u2014REFERENCED STANDARDS
CHAPTER 44 REFERENCED STANDARDS
AAMA
ACI
ACCA <\/td>\n<\/tr>\n
830<\/td>\nAFPA
AISI
AITC
ANSI <\/td>\n<\/tr>\n
831<\/td>\nAPA
APSP <\/td>\n<\/tr>\n
832<\/td>\nASCE\/SEI
ASHRAE
ASME <\/td>\n<\/tr>\n
833<\/td>\nASSE <\/td>\n<\/tr>\n
834<\/td>\nASTM <\/td>\n<\/tr>\n
842<\/td>\nAWPA
AWS
AWWA
CGSB <\/td>\n<\/tr>\n
843<\/td>\nCISPI
CPA
CPSC
CSA <\/td>\n<\/tr>\n
844<\/td>\nCSSB
DASMA <\/td>\n<\/tr>\n
845<\/td>\nDOC
DOTn
FEMA
FM
GA <\/td>\n<\/tr>\n
846<\/td>\nHPVA
ICC
ISO
MSS
NAIMA <\/td>\n<\/tr>\n
847<\/td>\nNCMA
NFPA
NFRC
NSF <\/td>\n<\/tr>\n
848<\/td>\nPCA
SMACNA
TMS
TPI
UL <\/td>\n<\/tr>\n
849<\/td>\nULC
US-FTC <\/td>\n<\/tr>\n
850<\/td>\nWDMA <\/td>\n<\/tr>\n
851<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
852<\/td>\nSECTION R4504 WALL AND FOUNDATION ANCHORAGE
TABLE R4504.1 STRUCTURAL ANCHORAGE
TABLES R4504.1.1 WALL REINFORCEMENT OR CONTINUOUS ANCHORAGE
SECTION R4505 WALL CONSTRUCTION <\/td>\n<\/tr>\n
853<\/td>\nTABLE R4505(A) STUDS IN 110, 120, AND 130 MPH ZONES
TABLE R4505(B) <\/td>\n<\/tr>\n
854<\/td>\nSECTION R4506 STRUCTURAL BRACING
SECTION R4507 MASONRY WALL CONSTRUCTION
TABLE R4507.1A H\/T LATERAL SUPPORT RATIOS FOR UNREINFORCED EXTERIOR MASONRY WALLS <\/td>\n<\/tr>\n
855<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
856<\/td>\nFIGURE R4504.3(A) CONTINUOUS VENEER PIER\/CURTAIN WALL <\/td>\n<\/tr>\n
857<\/td>\nFIGURE R4504.3(B) CONTINUOUS VENEER PIER\/CURTAIN WALL <\/td>\n<\/tr>\n
858<\/td>\nFIGURE R4504.3(C) VENEER SHIRT WALL PIER\/CURTAIN WALL <\/td>\n<\/tr>\n
859<\/td>\nFIGURE R4504.3(D) VENEER SHIRT WALL PIER\/CURTAIN WALL <\/td>\n<\/tr>\n
860<\/td>\nFIGURE R4506.5 GABLE ENDWALL BALLOON FRAMING PREFERRED METHOD <\/td>\n<\/tr>\n
861<\/td>\nFIGURE R4506.7(A) OVERHANG AT ENDWALLS <\/td>\n<\/tr>\n
862<\/td>\nFIGURE R4506.7A\u2014CONTINUED OVERHANG AT ENDWALLS <\/td>\n<\/tr>\n
863<\/td>\nFIGURE R4506.7B GABLE END OVERHANG <\/td>\n<\/tr>\n
864<\/td>\nFIGURE R4506.7(C) GABLE END OVERHANG <\/td>\n<\/tr>\n
865<\/td>\nFIGURE R4506.8 ROOF SHEATHING ATTACHMENT PLAN <\/td>\n<\/tr>\n
866<\/td>\nFIGURE R4507.1(A) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION WHERE WIND ZONES ARE 120 MPH OR GREATER <\/td>\n<\/tr>\n
867<\/td>\nFIGURE R4507.1(B) REQUIREMENTS FOR REINFORCED HOLLOW-UNIT MASONRY CONSTRUCTION WHERE WIND ZONES ARE 120 MPH OR GREATER <\/td>\n<\/tr>\n
868<\/td>\nFIGURE R4508.4 PANEL ATTACHMENT TO COUNTER UPLIFT HORIZONTAL OR VERTICAL <\/td>\n<\/tr>\n
869<\/td>\nCHAPTER 46 COASTAL AND FLOOD PLAIN CONSTRUCTION STANDARDS
SECTION R4601 PURPOSE, APPLICATION AND SCOPE
SECTION R4602 DEFINITIONS
SECTION R4603 PILING STANDARDS <\/td>\n<\/tr>\n
870<\/td>\nFIGURE R4603.6(A) ELEVATIONS
\n(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) <\/td>\n<\/tr>\n
871<\/td>\nFIGURE R4605.3(A) TWO-STORY WALL SECTION (TYPICAL) <\/td>\n<\/tr>\n
872<\/td>\nFIGURE R4605.3(B) <\/td>\n<\/tr>\n
873<\/td>\nSECTION R4604 ELEVATION STANDARDS
SECTION R4605 CONSTRUCTION MATERIALS AND METHODS STANDARDS <\/td>\n<\/tr>\n
874<\/td>\nTABLE R4605.5A CORROSION RESISTANCE (APPLIES ONLY TO STRUCTURE LOCATED IN COASTAL HIGH-HAZARD AREAS AND OCEAN HAZARD AREAS) <\/td>\n<\/tr>\n
875<\/td>\nAPPENDIX A SIZING AND CAPACITIES OF GAS PIPING DELETED <\/td>\n<\/tr>\n
877<\/td>\nAPPENDIX B SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES, AND APPLIANCES LISTED <\/td>\n<\/tr>\n
879<\/td>\nAPPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS DELETED <\/td>\n<\/tr>\n
881<\/td>\nAPPENDIX D RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION DELETED <\/td>\n<\/tr>\n
883<\/td>\nAPPENDICES E-1 THROUGH E-4 RESIDENTIAL REQUIREMENTS
APPENDIX E-1 ENERGY EFFICIENCY CERTIFICATE (SECTION N1101.9) <\/td>\n<\/tr>\n
884<\/td>\nAPPENDIX E-2 INSULATION AND AIR SEALING DETAILS
APPENDIX E-2.1 <\/td>\n<\/tr>\n
885<\/td>\nAPPENDIX E-2.2
FIGURE INSULATION INSTALLATIONS <\/td>\n<\/tr>\n
886<\/td>\nAPPENDIX E-2.3
FIGURE SECTION VIEW OF BATH TUB ON EXTERIOR WALL <\/td>\n<\/tr>\n
887<\/td>\nFIGURE SECTION VIEW OF SHOWER ON EXTERIOR WALL <\/td>\n<\/tr>\n
888<\/td>\nFIGURE SECTION VIEW OF INTERIOR STAIRCASE ON EXTERIOR WALL(OPTION 1) <\/td>\n<\/tr>\n
889<\/td>\nFIGURE SECTION VIEW OF INTERIOR STAIRCASE ON EXTERIOR WALL(OPTION 2) <\/td>\n<\/tr>\n
890<\/td>\nFIGURE SECTION VIEW OF DIRECT VENT GAS FIREPLACE <\/td>\n<\/tr>\n
891<\/td>\nFIGURE SECTION VIEW OF WALL ADJOINING ATTIC SPACE <\/td>\n<\/tr>\n
892<\/td>\nFIGURE SECTION VIEW OF WALL ADJOINING ATTIC SPACE
FIGURE SECTION VIEW OF WALL ADJOINING ATTIC SPACE <\/td>\n<\/tr>\n
893<\/td>\nAPPENDIX E-2.4
FIGURE ISOMETRIC VIEW OF DIMENSIONAL LUMBER FLOOR\/CEILING SYSTEM ABOVE COMMON WALL BETWEEN UNCONDITIONED AND CONDITIONED SPACE <\/td>\n<\/tr>\n
894<\/td>\nFIGURE ISOMETRIC VIEW OF WOOD TRUSS FLOOR\/CEILING SYSTEM ABOVE COMMON WALL BETWEEN UNCONDITIONED AND CONDITIONED SPACE <\/td>\n<\/tr>\n
895<\/td>\nFIGURE ISOMETRIC VIEW OF I-JOIST FLOOR\/CEILING SYSTEM ABOVE COMMON WALL BETWEEN UNCONDITIONED AND CONDITIONED SPACE <\/td>\n<\/tr>\n
896<\/td>\nFIGURE SECTION VIEWS OF DUCT PENETRATING INTO ATTIC <\/td>\n<\/tr>\n
897<\/td>\nFIGURE SECTION VIEW OF SOFFIT OVER CABINET <\/td>\n<\/tr>\n
898<\/td>\nFIGURE SECTION VIEW OF FLOOR HVAC BOOT PENETRATION <\/td>\n<\/tr>\n
899<\/td>\nFIGURE SECTION VIEW OF CEILING HVAC BOOT PENETRATION <\/td>\n<\/tr>\n
900<\/td>\nAPPENDIX 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 <\/td>\n<\/tr>\n
901<\/td>\nAPPENDIX E-3B AIR SEALING: TESTING OPTION (SECTION N1102.4.2.2) SAMPLE WORKSHEET <\/td>\n<\/tr>\n
902<\/td>\nAPPENDIX E-3C DUCT SEALING. DUCT AIR LEAKAGE TEST (SECTION N1103.2.2) SAMPLE WORKSHEET <\/td>\n<\/tr>\n
903<\/td>\nAPPENDIX 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 <\/td>\n<\/tr>\n
904<\/td>\nTABLE E-4C: SAMPLE CONFIRMATION FORM FOR ADDITIONAL VOLUNTARY CRITERIA FOR INCREASING ENERGY EFFICIENCY (HIGH EFFICIENCY RESIDEN <\/td>\n<\/tr>\n
905<\/td>\nE-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 <\/td>\n<\/tr>\n
906<\/td>\nE-4D.2 AIR SEALING: TESTING OPTION (SECTION N1102.4.2.2) SAMPLE WORKSHEET FOR ALTERNATIVE RESIDENTIAL ENERGY CODE FOR HIGHER EFF <\/td>\n<\/tr>\n
907<\/td>\nE-4D.3 DUCT SEALING. DUCT AIR LEAKAGE TEST (SECTION N1103.2.2) SAMPLE WORKSHEET FOR ALTERNATIVE RESIDENTIAL ENERGY CODE FOR HIGH <\/td>\n<\/tr>\n
909<\/td>\nAPPENDIX F RADON CONTROL METHODS DELETED <\/td>\n<\/tr>\n
911<\/td>\nAPPENDIX 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 <\/td>\n<\/tr>\n
912<\/td>\nSECTION AG106 ENTRAPMENT PROTECTION FOR SWIMMING POOL AND SPA SUCTION OUTLETS <\/td>\n<\/tr>\n
913<\/td>\nSECTION AG107 ABBREVIATIONS
SECTION AG108 STANDARDS
ANSI\/NSPI
ANSI\/APSP
ASCE
ASTM
UL <\/td>\n<\/tr>\n
915<\/td>\nAPPENDIX H PATIO COVERS DELETED <\/td>\n<\/tr>\n
917<\/td>\nAPPENDIX I PRIVATE SEWAGE DISPOSAL DELETED <\/td>\n<\/tr>\n
919<\/td>\n[EB] APPENDIX J EXISTING BUILDINGS AND STRUCTURES DELETED <\/td>\n<\/tr>\n
921<\/td>\nAPPENDIX K SOUND TRANSMISSION
SECTION AK101 GENERAL
SECTION AK102 AIR-BORNE SOUND
SECTION AK103 STRUCTURAL-BORNE SOUND
SECTION AK104 REFERENCED STANDARDS <\/td>\n<\/tr>\n
923<\/td>\nAPPENDIX L PERMIT FEES DELETED <\/td>\n<\/tr>\n
925<\/td>\nAPPENDIX M WOOD DECKS
SECTION AM101 GENERAL
SECTION AM102 FOOTERS
FIGURE AM102
TABLE AM102.1 FOOTING TABLE
SECTION AM103 FLASHING <\/td>\n<\/tr>\n
926<\/td>\nFIGURE AM102.1
FIGURE AM103
SECTION AM104 DECK ATTACHMENT
SECTION AM105 GIRDER SUPPORT AND SPAN
SECTION AM106 JOIST SPANS AND CANTILEVERS <\/td>\n<\/tr>\n
927<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
928<\/td>\nSECTION AM109 DECK BRACING
FIGURE AM109
FIGURE AM109.1
FIGURE AM109.2
FIGURE AM109.3 <\/td>\n<\/tr>\n
929<\/td>\nSECTION AM110 STAIRS
FIGURE AM110
SECTION AM111 HANDRAILS, GUARDS AND GENERAL
FIGURE AM111 <\/td>\n<\/tr>\n
930<\/td>\nFIGURE AM112 WALKWAYS OVER DUNES OR BERMS IN OCEAN HAZARD AREAS <\/td>\n<\/tr>\n
931<\/td>\nAPPENDIX N BASIC LOAD ESTIMATING
FIGURE PLAN VIEW <\/td>\n<\/tr>\n
933<\/td>\nTABLE 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
\nBEARING AND LATERAL SUPPORT MUST BE PROVIDED <\/td>\n<\/tr>\n
934<\/td>\nTABLE N-2 FLITCH PLATE BEAMS-DESIGN VALUES AND ASSUMPTIONS <\/td>\n<\/tr>\n
935<\/td>\nAPPENDIX O FOAM PLASTIC DIAGRAMS
FIGURE O-1 FOUNDATION WALL <\/td>\n<\/tr>\n
936<\/td>\nFIGURE O-2 BASEMENT WALL <\/td>\n<\/tr>\n
937<\/td>\nFIGURE O-3 FRAME WALL <\/td>\n<\/tr>\n
938<\/td>\nFIGURE O-4 FRAME WALL <\/td>\n<\/tr>\n
939<\/td>\nAPPENDIX P DWELLING UNIT FIRE SPRINKLER SYSTEMS
SECTION P2904 DWELLING UNIT FIRE SPRINKLER SYSTEMS
TABLE P2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED <\/td>\n<\/tr>\n
941<\/td>\nEQUATION 29-1 <\/td>\n<\/tr>\n
943<\/td>\nTABLE P2904.6.2(1) WATER SERVICE PRESSURE LOSS (PLsvc) <\/td>\n<\/tr>\n
944<\/td>\nTABLE P2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS (PLm)
TABLE P2904.6.2(3) ELEVATION LOSS (PLe) <\/td>\n<\/tr>\n
945<\/td>\nTABLE P2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH TYPE M COPPER WATER TUBING <\/td>\n<\/tr>\n
946<\/td>\nTABLE P2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING <\/td>\n<\/tr>\n
947<\/td>\nTABLE P2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH CPVC PIPE <\/td>\n<\/tr>\n
948<\/td>\nTABLE P2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE <\/td>\n<\/tr>\n
949<\/td>\nTABLE P2904.6.2(8) ALLOWABLE PIPE LENGTH FOR ALLOWABLE PIPE LENGTH FOR 3\/4-INCH PEX TUBING <\/td>\n<\/tr>\n
950<\/td>\nTABLE P2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX TUBING <\/td>\n<\/tr>\n
951<\/td>\nAPPENDIX Q
FIGURE APP. Q-DISCONTINUOUS FOOTING DETAIL FOR GARAGE OR PORCH WALLS FOUNDATION WALL EXTENSION DETAIL <\/td>\n<\/tr>\n
952<\/td>\nFIGURE APP. Q-DISCONTINUOUS FOOTING DETAIL FOR GARAGE OR PORCH WALLS PLASTER DETAIL <\/td>\n<\/tr>\n
953<\/td>\nINDEX <\/td>\n<\/tr>\n
965<\/td>\nHELPFUL CODE TOOLS FROM ICC <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

North Carolina Residential Code, 3rd Printing<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
NC<\/b><\/a><\/td>\n2012<\/td>\n966<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":73148,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2728],"product_tag":[],"class_list":{"0":"post-73147","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-nc","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/73147","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/73148"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=73147"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=73147"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=73147"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}