{"id":180209,"date":"2024-10-19T11:15:03","date_gmt":"2024-10-19T11:15:03","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/nc-residentialcode-2012-2\/"},"modified":"2024-10-25T03:32:38","modified_gmt":"2024-10-25T03:32:38","slug":"nc-residentialcode-2012-2","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/nc\/nc-residentialcode-2012-2\/","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
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 MARCH 14, 2017 <\/td>\n<\/tr>\n
4<\/td>\nNORTH CAROLINA DEPARTMENT OF INSURANCE
COMMITTEES OF THE COUNCIL MARCH 14, 2017 <\/td>\n<\/tr>\n
5<\/td>\nPREFACE <\/td>\n<\/tr>\n
7<\/td>\nEFFECTIVE USE OF THE INTERNATIONAL RESIDENTIAL CODE <\/td>\n<\/tr>\n
10<\/td>\nRESIDENTIAL AD HOC COMMITTEE ACKNOWLEDGEMENTS <\/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 DELETED
SECTION R108 FEES DELETED
SECTION R109 INSPECTIONS DELETED
SECTION R110 CERTIFICATE OF OCCUPANCY DELETED
SECTION R111 SERVICE UTILITIES DELETED
SECTION R112 BOARD OF APPEALS DELETED
SECTION R113 VIOLATIONS DELETED
SECTION R114 STOP WORK ORDER DELETED <\/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 971\/2 PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES (\ufffdF) <\/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)a, b, c, d, e, f <\/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 a,b,c,d 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, b, c, d
TABLE R301.2.1.3 EQUIVALENT BASIC WIND SPEEDSa <\/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 MEMBERSa, b, c, d, e
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 <\/td>\n<\/tr>\n
54<\/td>\nSECTION R308 GLAZING
TABLE R308.3.1(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201
TABLE R308.3.1(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 <\/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 <\/td>\n<\/tr>\n
66<\/td>\nSECTION R321 ELEVATORS AND PLATFORM LIFTS
SECTION R322 FLOOD-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
69<\/td>\nSECTION R323 STORM SHELTERS
SECTION R324 DOCKS, PIERS, BULKHEADS AND WATERWAY STRUCTURES <\/td>\n<\/tr>\n
70<\/td>\nFIGURE R324.1(1) FIXED PIER WALKWAY SECTION <\/td>\n<\/tr>\n
71<\/td>\nFIGURE R324.1(2) FLOATING DOCK SECTION <\/td>\n<\/tr>\n
72<\/td>\nFIGURE R324.1(3) FIXED PIER PLATFORM SECTION <\/td>\n<\/tr>\n
73<\/td>\nFIGURE R324.1(4) GROUND SNOW LOADS <\/td>\n<\/tr>\n
75<\/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
76<\/td>\nTABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
SECTION R403 FOOTINGS <\/td>\n<\/tr>\n
77<\/td>\nTABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS (inches)a
TABLE R403.1a PIER1 AND FOOTING2 SIZES FOR SUPPORT OF GIRDERS <\/td>\n<\/tr>\n
78<\/td>\nFIGURE R403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS <\/td>\n<\/tr>\n
79<\/td>\nFIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION <\/td>\n<\/tr>\n
80<\/td>\nFIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION <\/td>\n<\/tr>\n
82<\/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
83<\/td>\nSECTION R404 FOUNDATION AND RETAINING WALLS <\/td>\n<\/tr>\n
84<\/td>\nTABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLS <\/td>\n<\/tr>\n
85<\/td>\nTABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 5 INCHESa, c <\/td>\n<\/tr>\n
86<\/td>\nTABLE R404.1.1(3) 10-INCH FOUNDATION WALLS WITH REINFORCING WHERE d > 6.75 INCHESa, c <\/td>\n<\/tr>\n
87<\/td>\nTABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 8.75 INCHESa, c <\/td>\n<\/tr>\n
88<\/td>\nTABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLSa, b
TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, g, h, i, j <\/td>\n<\/tr>\n
89<\/td>\nTABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i <\/td>\n<\/tr>\n
90<\/td>\nTABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i <\/td>\n<\/tr>\n
91<\/td>\nTABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, g, h, i <\/td>\n<\/tr>\n
92<\/td>\nTABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, f, h, i, j <\/td>\n<\/tr>\n
93<\/td>\nTABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLSb, c, d, e, g, h, i, <\/td>\n<\/tr>\n
94<\/td>\nTABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10-INCH AND 12-INCH NOMINAL FLAT BASEMENT WALLSb, c, d, e, f, h, i, k, n <\/td>\n<\/tr>\n
95<\/td>\nTABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEELa, b, c <\/td>\n<\/tr>\n
96<\/td>\nTABLE R404.1.2(9)\u2014continued MINIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEELa, b, c
TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure) <\/td>\n<\/tr>\n
100<\/td>\nSECTION R405 FOUNDATION DRAINAGE <\/td>\n<\/tr>\n
101<\/td>\nTABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM <\/td>\n<\/tr>\n
102<\/td>\nSECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING
SECTION R407 COLUMNS <\/td>\n<\/tr>\n
103<\/td>\nSECTION R408 WALL-VENTED CRAWL SPACES <\/td>\n<\/tr>\n
104<\/td>\nSECTION R409 CLOSED CRAWL SPACES <\/td>\n<\/tr>\n
107<\/td>\nCHAPTER 5 FLOORS
SECTION R501 GENERAL
SECTION R502 WOOD FLOOR FRAMING <\/td>\n<\/tr>\n
108<\/td>\nFIGURE R502.2 FLOOR CONSTRUCTION <\/td>\n<\/tr>\n
110<\/td>\nSECTION R503 FLOOR SHEATHING
TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING <\/td>\n<\/tr>\n
111<\/td>\nTABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L\/\u0394 = 360)a <\/td>\n<\/tr>\n
112<\/td>\nTABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u0394 = 360)b <\/td>\n<\/tr>\n
113<\/td>\nTABLE R502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLYa, b, c, f, g, h (Floor Live Load \u2264 40 psf, Roof Live Load \u2264 20 psf)
TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONYa, b, e, f <\/td>\n<\/tr>\n
114<\/td>\nTABLE R502.5(1) GIRDER SPANSa, b AND HEADER SPANSa, b FOR EXTERIOR BEARING (Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb and required number of jack studs) <\/td>\n<\/tr>\n
115<\/td>\nTABLE R502.5(1)\u2014continued GIRDER SPANSa, b AND HEADER SPANSa, b FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb and required number of jack studs) <\/td>\n<\/tr>\n
116<\/td>\nTABLE R502.5(2) GIRDER SPANSa, b AND HEADER SPANSa, b FOR INTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb and required number of jack studs) <\/td>\n<\/tr>\n
117<\/td>\nFIGURE R502.8 CUTTING, NOTCHING AND DRILLING
FIGURE R502.8(a) ACCEPTABLE LOCATION OF 35\/8 -inch DIAMETER HOLE IN 2 x 10 JOIST <\/td>\n<\/tr>\n
118<\/td>\nTABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENTa, b, c <\/td>\n<\/tr>\n
119<\/td>\nTABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa
SECTION R504 PRESSURE PRESERVATIVELY TREATED-WOOD FLOORS (ON GROUND)
SECTION R505 STEEL FLOOR FRAMING <\/td>\n<\/tr>\n
120<\/td>\nFIGURE R505.1.2 IN-LINE FRAMING <\/td>\n<\/tr>\n
121<\/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
122<\/td>\nTABLE R505.2.4 SCREW SUBSTITUTION FACTOR
FIGURE R505.2.5.1 FLOOR JOIST WEB HOLES <\/td>\n<\/tr>\n
123<\/td>\nFIGURE R505.2.5.3 WEB HOLE PATCH <\/td>\n<\/tr>\n
124<\/td>\nTABLE R505.3.1(1) FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTSa, b
FIGURE 505.3.1(1) FLOOR TO EXTERIOR LOAD-BEARING WALL STUD CONNECTION <\/td>\n<\/tr>\n
125<\/td>\nTABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa
FIGURE R505.3.1(2) FLOOR TO WOOD SILL CONNECTION <\/td>\n<\/tr>\n
126<\/td>\nFIGURE R505.3.1(3) FLOOR TO FOUNDATION CONNECTION
FIGURE R505.3.1(4) CANTILEVERED FLOOR TO FOUNDATION CONNECTION <\/td>\n<\/tr>\n
127<\/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
128<\/td>\nFIGURE R505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL <\/td>\n<\/tr>\n
129<\/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
130<\/td>\nTABLE R505.3.2(1) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014SINGLE SPANSa, b, c, d 33 ksi STEEL
FIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID) <\/td>\n<\/tr>\n
131<\/td>\nTABLE R505.3.2(2) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014MULTIPLE SPANSa, b, c, d, e, f 33 ksi STEEL
FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP) <\/td>\n<\/tr>\n
132<\/td>\nTABLE R505.3.2(3) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014MULTIPLE SPANSa, b, c, d, e, f 50 ksi STEEL <\/td>\n<\/tr>\n
133<\/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
134<\/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
135<\/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
136<\/td>\nSECTION R506 CONCRETE FLOORS (ON GROUND) <\/td>\n<\/tr>\n
137<\/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
138<\/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
139<\/td>\nFIGURE R505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION\u20148-FOOT OPENING <\/td>\n<\/tr>\n
141<\/td>\nCHAPTER 6 WALL CONSTRUCTION
SECTION R601 GENERAL
TABLE R601.3.1 CLASS III VAPOR RETARDERS <\/td>\n<\/tr>\n
142<\/td>\nSECTION R602 WOOD WALL FRAMING <\/td>\n<\/tr>\n
144<\/td>\nTABLE R602.3(1) WALL FRAMINGa, e <\/td>\n<\/tr>\n
145<\/td>\nTABLE R602.3(1)\u2014continued WALL FRAMINGa, e <\/td>\n<\/tr>\n
146<\/td>\nTABLE R602.3(1)\u2014continuedCEILING AND ROOF FRAMINGa, e
TABLE R602.3(1)\u2014continued CEILING AND ROOF FRAMINGa, e <\/td>\n<\/tr>\n
147<\/td>\nTABLE R602.3(1)\u2014continued CEILING AND ROOF FRAMINGa, e <\/td>\n<\/tr>\n
148<\/td>\nTABLE R602.3(1)\u2014continued FLOOR FRAMINGa, e <\/td>\n<\/tr>\n
149<\/td>\nTABLE R602.3(1)\u2014continued FLOOR FRAMINGa, e <\/td>\n<\/tr>\n
150<\/td>\nTABLE R602.3(1)\u2014continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERSj <\/td>\n<\/tr>\n
151<\/td>\nTABLE R602.3(1a) NOMINAL DIMENSIONS OF NAILS LISTED IN TABLE R602.3.1 <\/td>\n<\/tr>\n
152<\/td>\nTABLE R602.3(2) ALTERNATE ATTACHMENTS <\/td>\n<\/tr>\n
153<\/td>\nTABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa,b,c
TABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHINGa
TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDSa,d <\/td>\n<\/tr>\n
154<\/td>\nFIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING <\/td>\n<\/tr>\n
155<\/td>\nFIGURE R602.3(2) FRAMING DETAILS <\/td>\n<\/tr>\n
156<\/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 and D2b, c,d <\/td>\n<\/tr>\n
157<\/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 and D2 <\/td>\n<\/tr>\n
158<\/td>\nFIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS <\/td>\n<\/tr>\n
159<\/td>\nFIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS <\/td>\n<\/tr>\n
160<\/td>\nFIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING <\/td>\n<\/tr>\n
161<\/td>\nTABLE R602.7.2 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa
FIGURE R602.7.2 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION <\/td>\n<\/tr>\n
162<\/td>\nTABLE R602.10.1 BRACING METHODSa, b <\/td>\n<\/tr>\n
163<\/td>\nFIGURE R602.10.1 METHOD PF \u2013 PORTAL FRAME CONSTRUCTION <\/td>\n<\/tr>\n
164<\/td>\nTABLE R602.10.2 NUMBER OF BRACED WALL PANELS REQUIRED FOR EACH HOUSE ELEVATION (BUILDING SIDE) AT EACH STORY LEVELa <\/td>\n<\/tr>\n
165<\/td>\nFIGURE R602.10.2.2 LOCATION OF BRACED WALL PANELS
FIGURE R602.10.2.2(1) PANELS SHIFTED TO INTERIOR WALLS
FIGURE R602.10.2.2(2) PANELS MAY BE INSET 12\ufffd-0 FROM BOTH ENDS OF WALL ELEVATION <\/td>\n<\/tr>\n
166<\/td>\nFIGURE R602.10.3(1) CIRCUMSCRIBED RECTANGLESa, b, c <\/td>\n<\/tr>\n
167<\/td>\nFIGURE R602.10.3(2) ASSIGNMENT OF BRACED WALL PANELS TO CIRCUMSCRIBED RECTANGLE SIDESa, b, c, d, e, f <\/td>\n<\/tr>\n
168<\/td>\nFIGURE R602.10.3(3) DISTRIBUTION OF BRACED WALL PANELSa, b, c, d, e
FIGURE CR602.10.3(4)a END CONDITIONS FOR BRACED WALLS WITH CONTINUOUS SHEATHING <\/td>\n<\/tr>\n
169<\/td>\nFIGURE CR602.10.3(4)b TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS SHEATHING <\/td>\n<\/tr>\n
170<\/td>\nTABLE R602.10.3 REQUIRED LENGTH OF BRACING ALONG EACH SIDE OF A CIRCUMSCRIBED RECTANGLE a, b, c, d <\/td>\n<\/tr>\n
171<\/td>\nFIGURE R602.10.5.3 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS <\/td>\n<\/tr>\n
172<\/td>\nFIGURE CR602.10.5.4(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR\/CEILING FRAMING <\/td>\n<\/tr>\n
173<\/td>\nFIGURE CR602.10.5.4(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR\/CEILING FRAMING
TABLE R602.10.5.5 BRACED WALL PANEL CONNECTIONS TO PERPENDICULAR ROOF FRAMING
FIGURE R602.10.5.5(1) BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES
FIGURE CR602.10.5.5(3) ALTERNATE TO FIGURE R602.10.5.5(1) OR FIGURE R602.10.5.5(2) <\/td>\n<\/tr>\n
174<\/td>\nFIGURE R602.10.5.5(2) BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS OR TRUSSES
FIGURE CR602.10.5.8 BALLOON FRAMED WALL
SECTION R603 STEEL WALL FRAMING <\/td>\n<\/tr>\n
175<\/td>\nFIGURE R603.1.2 IN-LINE FRAMING
TABLE R603.2(1) LOAD-BEARING COLD-FORMED STEEL STUD SIZES <\/td>\n<\/tr>\n
176<\/td>\nTABLE R603.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS
FIGURE R603.2(1) C-SHAPED SECTION
FIGURE R603.2(2) TRACK SECTION <\/td>\n<\/tr>\n
177<\/td>\nTABLE R603.2.4 SCREW SUBSTITUTION FACTOR
FIGURE R603.2.5.1 WEB HOLES
FIGURE R603.2.5.3 STUD WEB HOLE PATCH <\/td>\n<\/tr>\n
178<\/td>\nTABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa,b <\/td>\n<\/tr>\n
181<\/td>\nFIGURE R603.3.1(1) WALL TO FLOOR CONNECTION
FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION <\/td>\n<\/tr>\n
182<\/td>\nFIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION
TABLE R603.3.1.1(1) GABLE ENDWALL TO FLOOR CONNECTION REQUIREMENTSa,b,c
TABLE R603.3.1.1(2) GABLE ENDWALL BOTTOM TRACK TO FOUNDATION CONNECTION REQUIREMENTSa,b,c <\/td>\n<\/tr>\n
183<\/td>\nTABLE R603.3.2(1) WALL FASTENING SCHEDULEa
TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 ksi STEEL <\/td>\n<\/tr>\n
184<\/td>\nTABLE R603.3.2(3) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
185<\/td>\nTABLE R603.3.2(4) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
186<\/td>\nTABLE R603.3.2(5) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
187<\/td>\nTABLE R603.3.2(6) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
188<\/td>\nTABLE R603.3.2(7) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
189<\/td>\nTABLE R603.3.2(9) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
190<\/td>\nTABLE R603.3.2(8) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
191<\/td>\nTABLE R603.3.2(10) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
192<\/td>\nTABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
193<\/td>\nTABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
194<\/td>\nTABLE R603.3.2(13) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
195<\/td>\nTABLE R603.3.2(14) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
196<\/td>\nTABLE R603.3.2(15) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
197<\/td>\nTABLE R603.3.2(16) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
198<\/td>\nTABLE R603.3.2(17) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
199<\/td>\nTABLE R603.3.2(18) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
200<\/td>\nTABLE R603.3.2(19) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
201<\/td>\nTABLE R603.3.2(20) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
202<\/td>\nTABLE R603.3.2(21) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
203<\/td>\nTABLE R603.3.2(22) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
204<\/td>\nTABLE R603.3.2(23) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
205<\/td>\nTABLE R603.3.2(24) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
206<\/td>\nTABLE R603.3.2(25) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
207<\/td>\nTABLE R603.3.2(26) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
208<\/td>\nTABLE R603.3.2(27) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
209<\/td>\nTABLE R603.3.2(28) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
210<\/td>\nTABLE R603.3.2(29) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
211<\/td>\nTABLE R603.3.2(30) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
212<\/td>\nTABLE R603.3.2(31) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
213<\/td>\nFIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY
FIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL <\/td>\n<\/tr>\n
214<\/td>\nFIGURE R603.3.5 TRACK SPLICE
FIGURE R603.4 CORNER FRAMING <\/td>\n<\/tr>\n
215<\/td>\nTABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
216<\/td>\nTABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
217<\/td>\nTABLE R603.3.2.1(3) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
218<\/td>\nTABLE R603.3.2.1(4) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
219<\/td>\nFIGURE R603.6(1) BOX BEAM HEADER
FIGURE 603.6(2) BACK-TO-BACK HEADER <\/td>\n<\/tr>\n
220<\/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
221<\/td>\nTABLE R603.6(1) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b <\/td>\n<\/tr>\n
222<\/td>\nTABLE R603.6(2) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b <\/td>\n<\/tr>\n
223<\/td>\nTABLE R603.6(3) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b <\/td>\n<\/tr>\n
224<\/td>\nTABLE R603.6(4) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b <\/td>\n<\/tr>\n
225<\/td>\nTABLE R603.6(5) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b <\/td>\n<\/tr>\n
226<\/td>\nTABLE R603.6(6) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b <\/td>\n<\/tr>\n
227<\/td>\nTABLE R603.6(7) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b <\/td>\n<\/tr>\n
228<\/td>\nTABLE R603.6(8) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b <\/td>\n<\/tr>\n
229<\/td>\nTABLE R603.6(9) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a <\/td>\n<\/tr>\n
230<\/td>\nTABLE R603.6(10) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b <\/td>\n<\/tr>\n
231<\/td>\nTABLE R603.6(11) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a, b <\/td>\n<\/tr>\n
232<\/td>\nTABLE R603.6(12) BOX-BEAM HEADER SPANSa,b,c Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a,b <\/td>\n<\/tr>\n
233<\/td>\nTABLE R603.6(13) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a,b <\/td>\n<\/tr>\n
234<\/td>\nTABLE R603.6(14) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a,b <\/td>\n<\/tr>\n
235<\/td>\nTABLE R603.6(15) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b <\/td>\n<\/tr>\n
236<\/td>\nTABLE R603.6(16) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b <\/td>\n<\/tr>\n
237<\/td>\nTABLE R603.6(17) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b <\/td>\n<\/tr>\n
238<\/td>\nTABLE R603.6(18) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b <\/td>\n<\/tr>\n
239<\/td>\nTABLE R603.6(19) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b <\/td>\n<\/tr>\n
240<\/td>\nTABLE R603.6(20) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b <\/td>\n<\/tr>\n
241<\/td>\nTABLE R603.6(21) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a, b <\/td>\n<\/tr>\n
242<\/td>\nTABLE R603.6(22) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b <\/td>\n<\/tr>\n
243<\/td>\nTABLE R603.6(23) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a, b <\/td>\n<\/tr>\n
244<\/td>\nTABLE R603.6(24) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b <\/td>\n<\/tr>\n
245<\/td>\nTABLE R603.7(1) TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING
TABLE R603.7(2) HEADER TO KING STUD CONNECTION REQUIREMENTSa, b, c, d <\/td>\n<\/tr>\n
246<\/td>\nTABLE R603.8 HEAD AND SILL TRACK SPAN Fy = 33 ksi
FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN <\/td>\n<\/tr>\n
247<\/td>\nFIGURE R603.9.2 CORNER STUD HOLD DOWN DETAIL
TABLE R603.9.2(1) MINIMUM PERCENTAGE OF FULL HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLSa,b <\/td>\n<\/tr>\n
248<\/td>\nTABLE R603.9.2(2) FULL HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS
SECTION R604 WOOD STRUCTURAL PANELS
SECTION R605 PARTICLEBOARD
SECTION R606 GENERAL MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
249<\/td>\nTABLE R606.5 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
250<\/td>\nTABLE R606.9 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS <\/td>\n<\/tr>\n
251<\/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
252<\/td>\nFIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C <\/td>\n<\/tr>\n
253<\/td>\nFIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1, OR D2 <\/td>\n<\/tr>\n
254<\/td>\nTABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES <\/td>\n<\/tr>\n
255<\/td>\nTABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDING ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1 <\/td>\n<\/tr>\n
256<\/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
257<\/td>\nTABLE R607.1 MORTAR PROPORTIONSa, b
SECTION R608 MULTIPLE WYTHE MASONRY <\/td>\n<\/tr>\n
258<\/td>\nSECTION R609 GROUTED MASONRY <\/td>\n<\/tr>\n
259<\/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
260<\/td>\nSECTION R610 GLASS UNIT MASONRY
FIGURE R610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE <\/td>\n<\/tr>\n
261<\/td>\nSECTION R611 EXTERIOR CONCRETE WALL CONSTRUCTION <\/td>\n<\/tr>\n
262<\/td>\nTABLE R611.3 DIMENSIONAL REQUIREMENTS FOR WALLSa,b <\/td>\n<\/tr>\n
263<\/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
265<\/td>\nTABLE R611.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS
FIGURE R611.5.4(1) LAP SPLICES <\/td>\n<\/tr>\n
266<\/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
267<\/td>\nTABLE R611.5.4(2) MAXIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEELa, b, c <\/td>\n<\/tr>\n
268<\/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
269<\/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
270<\/td>\nTABLE R611.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLSa, b, c, d, e <\/td>\n<\/tr>\n
271<\/td>\nTABLE R611.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLSa, b, c, d, e <\/td>\n<\/tr>\n
272<\/td>\nTABLE R611.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLSa, b, c, d, e <\/td>\n<\/tr>\n
273<\/td>\nTABLE R611.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLSa, b, c, d, e, k, l <\/td>\n<\/tr>\n
274<\/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-STORYa,c,d,e,f,g <\/td>\n<\/tr>\n
275<\/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-STORYa,c,d,e,f,g <\/td>\n<\/tr>\n
276<\/td>\nTABLE R611.7(1B) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO-STORYa,c,d,e,f,g <\/td>\n<\/tr>\n
277<\/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-STORYa,c,d,e,f,g <\/td>\n<\/tr>\n
278<\/td>\nTABLE R611.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa,c,d,e,f,g <\/td>\n<\/tr>\n
279<\/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-STORYa,c,d,e,f,g <\/td>\n<\/tr>\n
280<\/td>\nEQUATION R611-1
EQUATION R611-2 <\/td>\n<\/tr>\n
281<\/td>\nFIGURE R611.7(1) MINIMUM SOLID WALL LENGTH <\/td>\n<\/tr>\n
282<\/td>\nFIGURE R611.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL <\/td>\n<\/tr>\n
283<\/td>\nTABLE R611.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEETa
FIGURE R611.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS <\/td>\n<\/tr>\n
284<\/td>\nTABLE R611.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEETa,b <\/td>\n<\/tr>\n
285<\/td>\nTABLE R611.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLSa,c <\/td>\n<\/tr>\n
287<\/td>\nFIGURE R611.8(1) REINFORCEMENT OF OPENINGS
FIGURE R611.8(2) LINTEL FOR FLAT WALLS <\/td>\n<\/tr>\n
288<\/td>\nFIGURE R611.8(3) LINTELS FOR WAFFLE-GRID WALLS <\/td>\n<\/tr>\n
289<\/td>\nFIGURE R611.8(4) LINTELS FOR SCREEN-GRID WALLS <\/td>\n<\/tr>\n
290<\/td>\nTABLE R611.8(1) LINTEL DESIGN LOADING CONDITIONSa, b, d <\/td>\n<\/tr>\n
291<\/td>\nTABLE R611.8(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
292<\/td>\nTABLE R611.8(2)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
293<\/td>\nTABLE R611.8(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
294<\/td>\nTABLE R611.8(3)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
295<\/td>\nTABLE R611.8(4) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
296<\/td>\nTABLE R611.8(4)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
297<\/td>\nTABLE R611.8(5) MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
298<\/td>\nTABLE R611.8(5)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
299<\/td>\nTABLE R611.8(6) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET <\/td>\n<\/tr>\n
300<\/td>\nTABLE R611.8(6)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET <\/td>\n<\/tr>\n
301<\/td>\nTABLE R611.8(7) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
302<\/td>\nTABLE R611.8(7)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
303<\/td>\nTABLE R611.8(8) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH THICK SCREEN-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, p ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
304<\/td>\nTABLE R611.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g, h <\/td>\n<\/tr>\n
305<\/td>\nTABLE R611.8(9)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g, h ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
TABLE R611.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSc, d, e, f, g <\/td>\n<\/tr>\n
307<\/td>\nFIGURE R611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
308<\/td>\nTABLE R611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c
TABLE R611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b <\/td>\n<\/tr>\n
309<\/td>\nFIGURE R611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL FRAMING PARALLEL <\/td>\n<\/tr>\n
310<\/td>\nFIGURE R611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
311<\/td>\nTABLE R611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
TABLE R611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e <\/td>\n<\/tr>\n
312<\/td>\nFIGURE R611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PARALLEL <\/td>\n<\/tr>\n
313<\/td>\nFIGURE R611.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
314<\/td>\nTABLE R611.9(5) COLD-FORMED STEEL FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d
TABLE R611.9(6) COLD-FORMED STEEL FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b, c, d <\/td>\n<\/tr>\n
315<\/td>\nFIGURE R611.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
316<\/td>\nFIGURE R611.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
317<\/td>\nTABLE R611.9(7) COLD-FORMED STEEL FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
TABLE R611.9(8) COLD-FORMED STEEL FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e <\/td>\n<\/tr>\n
318<\/td>\nFIGURE R611.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
319<\/td>\nTABLE R611.9(9) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
TABLE R611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e <\/td>\n<\/tr>\n
320<\/td>\nFIGURE R611.9(9) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
321<\/td>\nFIGURE R611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL FRAMING PARALLEL <\/td>\n<\/tr>\n
322<\/td>\nTABLE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
TABLE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e <\/td>\n<\/tr>\n
323<\/td>\nFIGURE R611.9(11)COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
FIGURE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
324<\/td>\nFIGURE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
325<\/td>\nSECTION R612 EXTERIOR WINDOWS AND DOORS <\/td>\n<\/tr>\n
327<\/td>\nFIGURE R612.8(1) THROUGH THE FRAME
FIGURE R612.8(2) FRAME CLIP
FIGURE R612.8(3) THROUGH THE FRAME
SECTION R613 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION <\/td>\n<\/tr>\n
328<\/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
329<\/td>\nFIGURE R613.4 SIP WALL PANEL <\/td>\n<\/tr>\n
330<\/td>\nTABLE R613.3.1 MINIMUM PROPERTIES FOR POLYURETHANE INSULATION USED AS SIPS CORE
TABLE R613.3.2 MINIMUM PROPERTIESa FOR WOOD STRUCTURAL PANEL FACING MATERIAL USED IN SIP WALLS <\/td>\n<\/tr>\n
331<\/td>\nTABLE R613.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP LIGHT-FRAME ROOF ONLY (inches) <\/td>\n<\/tr>\n
332<\/td>\nTABLE R613.5(2) MINIMUM THICKNESS FOR SIP WALLS SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF (inches) <\/td>\n<\/tr>\n
333<\/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
334<\/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
335<\/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
336<\/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
337<\/td>\nFIGURE R613.9 SIP CORNER FRAMING DETAIL
TABLE R613.10 MAXIMUM SPANS FOR 117\/8 INCH DEEP SIP HEADERS (feet) <\/td>\n<\/tr>\n
339<\/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
340<\/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
342<\/td>\nTABLE R702.3.7 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION R703 EXTERIOR COVERING <\/td>\n<\/tr>\n
344<\/td>\nTABLE R703.4 WEATHER\u2013RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
345<\/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 WALLSa, b, c (Dimensions are in inches) <\/td>\n<\/tr>\n
346<\/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
347<\/td>\nFIGURE R703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES <\/td>\n<\/tr>\n
348<\/td>\nFIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS
TABLE R703.7.3ALLOWABLE SPANS FOR LINTELSSUPPORTING MASONRY VENEER
TABLE R703.7.3 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER <\/td>\n<\/tr>\n
351<\/td>\nCHAPTER 8 ROOF-CEILING CONSTRUCTION
SECTION R801 GENERAL
SECTION R802 WOOD ROOF FRAMING <\/td>\n<\/tr>\n
355<\/td>\nTABLE R802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
356<\/td>\nTABLE R802.4(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
357<\/td>\nTABLE R802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
358<\/td>\nTABLE R802.4(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
359<\/td>\nTABLE R802.5.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
360<\/td>\nTABLE R802.5.1(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
361<\/td>\nTABLE R802.5.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
362<\/td>\nTABLE R802.5.1(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
363<\/td>\nTABLE R802.5.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
364<\/td>\nTABLE R802.5.1(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
365<\/td>\nTABLE R802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
366<\/td>\nTABLE R802.5.1(4)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
367<\/td>\nTABLE R802.5.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
368<\/td>\nTABLE R802.5.1(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
369<\/td>\nTABLE R802.5.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
370<\/td>\nTABLE R802.5.1(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
371<\/td>\nTABLE R802.5.1(7) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
372<\/td>\nTABLE R802.5.1(7)\u2014continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
373<\/td>\nTABLE R802.5.1(8) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
374<\/td>\nTABLE R802.5.1(8)\u2014continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOADa (Ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
375<\/td>\nTABLE R802.5.1(9) RAFTER\/CEILING JOIST HEEL JOINT CONNECTIONSa, b, c, d, e, f, h <\/td>\n<\/tr>\n
376<\/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 GREATERa, b, c, e, f (Pounds per connection) <\/td>\n<\/tr>\n
377<\/td>\nSECTION R803 ROOF SHEATHING
TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING
SECTION R804 STEEL ROOF FRAMING <\/td>\n<\/tr>\n
378<\/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
379<\/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
380<\/td>\nFIGURE R804.2.5.1 WEB HOLES
FIGURE R804.2.5.3 WEB HOLE PATCH <\/td>\n<\/tr>\n
381<\/td>\nFIGURE R804.3 STEEL ROOF CONSTRUCTION
TABLE R804.3 ROOF FRAMING FASTENING SCHEDULEa, b <\/td>\n<\/tr>\n
384<\/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)a, b, c 33 ksi STEEL <\/td>\n<\/tr>\n
385<\/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)a, b, c 33 ksi STEEL <\/td>\n<\/tr>\n
386<\/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)a, b, c 33 ksi STEEL <\/td>\n<\/tr>\n
387<\/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)a, b, c 33 ksi STEEL <\/td>\n<\/tr>\n
388<\/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)a, b 33 ksi STEEL <\/td>\n<\/tr>\n
389<\/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)a, b 33 ksi STEEL <\/td>\n<\/tr>\n
390<\/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)a, b 33 ksi STEEL <\/td>\n<\/tr>\n
391<\/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)a, b 33 ksi STEEL <\/td>\n<\/tr>\n
392<\/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 CONNECTIONa <\/td>\n<\/tr>\n
393<\/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
394<\/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
395<\/td>\nTABLE R804.3.2.1(1) ROOF RAFTER SPANSa, b, c 33 ksi STEEL <\/td>\n<\/tr>\n
396<\/td>\nTABLE R804.3.2.1(2) ROOF RAFTER SPANSa, b, c 50 ksi STEEL <\/td>\n<\/tr>\n
397<\/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
398<\/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 CONNECTIONa
FIGURE R804.3.2.4 HIP MEMBER OR RIDGE MEMBER CONNECTION <\/td>\n<\/tr>\n
399<\/td>\nTABLE R804.3.3.2 HIP MEMBER SIZES, 33 ksi STEEL
TABLE R804.3.3.3 HIP SUPPORT COLUMN SIZES <\/td>\n<\/tr>\n
400<\/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
401<\/td>\nTABLE R804.3.3.4(2) CONNECTION REQUIREMENTS HIP MEMBER TO HIP SUPPORT COLUMN
FIGURE R804.3.3.4(2) HIP SUPPORT COLUMN <\/td>\n<\/tr>\n
402<\/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
403<\/td>\nFIGURE R804.3.3.4(4) HIP CONNECTIONS AT RIDGE AND BOX COLUMN <\/td>\n<\/tr>\n
404<\/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
405<\/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 a, b, c, d, e, f <\/td>\n<\/tr>\n
406<\/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 FTa, b, c, d, e, f <\/td>\n<\/tr>\n
407<\/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 FTa, b, c, d <\/td>\n<\/tr>\n
408<\/td>\nFIGURE R804.3.8(3) ROOF BLOCKING DETAIL
SECTION R805 CEILING FINISHES
SECTION R806 ROOF VENTILATION <\/td>\n<\/tr>\n
409<\/td>\nTABLE R806.4 INSULATION FOR CONDENSATION CONTROL
SECTION R807 ATTIC ACCESS <\/td>\n<\/tr>\n
411<\/td>\nCHAPTER 9 ROOF ASSEMBLIES
SECTION R901 GENERAL
SECTION R902 ROOF CLASSIFICATION
SECTION R903 WEATHER PROTECTION
SECTION R904 MATERIALS <\/td>\n<\/tr>\n
412<\/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
413<\/td>\nTABLE R905.2.8.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
414<\/td>\nTABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT <\/td>\n<\/tr>\n
415<\/td>\nTABLE R905.6.5 SLATE SHINGLE HEADLAP <\/td>\n<\/tr>\n
416<\/td>\nTABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE R905.7.5 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
417<\/td>\nTABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS
TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
418<\/td>\nTABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS
TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE
TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
419<\/td>\nTABLE R905.10.3(1) METAL ROOF COVERINGS STANDARDS
SECTION R906 ROOF INSULATION <\/td>\n<\/tr>\n
420<\/td>\nTABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION R907 REROOFING <\/td>\n<\/tr>\n
421<\/td>\nCHAPTER 10 CHIMNEYS AND FIREPLACES
SECTION R1001 MASONRY FIREPLACES <\/td>\n<\/tr>\n
422<\/td>\nTABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS <\/td>\n<\/tr>\n
423<\/td>\nFIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS <\/td>\n<\/tr>\n
424<\/td>\nSECTION R1002 MASONRY HEATERS <\/td>\n<\/tr>\n
425<\/td>\nFIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES
SECTION R1003 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
427<\/td>\nTABLE R1003.14(1) NET CROSS\u2013SECTIONAL AREA OF ROUND FLUE SIZESa
TABLE R1003.14(2) NET CROSS\u2013SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES <\/td>\n<\/tr>\n
428<\/td>\nFIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
429<\/td>\nFIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES
FIGURE R1003.20 CHIMNEY CRICKET <\/td>\n<\/tr>\n
430<\/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
431<\/td>\nPART IV \u2014 ENERGY CONSERVATION
CHAPTER 11 ENERGY EFFICIENCY
SECTION N1101 SCOPE, GENERAL REQUIREMENTS, AND ADDITIONAL DEFINITIONS <\/td>\n<\/tr>\n
433<\/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
434<\/td>\nFIGURE N1101.2(2) CLIMATE ZONES <\/td>\n<\/tr>\n
435<\/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
436<\/td>\nTABLE N1102.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa <\/td>\n<\/tr>\n
437<\/td>\nTABLE N1102.1.2 EQUIVALENT U-FACTORSa
TABLE N1102.2.5 STEEL-FRAME CEILING, WALL AND FLOOR INSULATION (R-VALUE) <\/td>\n<\/tr>\n
438<\/td>\nTABLE N1102.2.9 WALL INSULATION ALLOWANCES FOR TERMITE TREATMENT AND INSULATION GAPS <\/td>\n<\/tr>\n
439<\/td>\nTABLE N1102.4.2 AIR BARRIER INSPECTION <\/td>\n<\/tr>\n
440<\/td>\nSECTION N1103 SYSTEMS <\/td>\n<\/tr>\n
442<\/td>\nSECTION N1104 LIGHTING SYSTEMS <\/td>\n<\/tr>\n
443<\/td>\nPART V \u2014 MECHANICAL
CHAPTERS 12 THROUGH 23 DELETED <\/td>\n<\/tr>\n
445<\/td>\nPART VI \u2014 FUEL GAS
CHAPTER 24 DELETED <\/td>\n<\/tr>\n
447<\/td>\nPART VII \u2014 PLUMBING
CHAPTERS 25 THROUGH 33 DELETED <\/td>\n<\/tr>\n
449<\/td>\nPART VIII \u2014 ELECTRICAL
CHAPTERS 34 THROUGH 43 DELETED <\/td>\n<\/tr>\n
451<\/td>\nPART IX\u2014REFERENCED STANDARDS
CHAPTER 44 REFERENCED STANDARDS
AAMA
ACI
ACCA <\/td>\n<\/tr>\n
452<\/td>\nAFPA
AISI
AITC
ANSI <\/td>\n<\/tr>\n
453<\/td>\nAPA
APSP <\/td>\n<\/tr>\n
454<\/td>\nASCE\/SEI
ASHRAE
ASME <\/td>\n<\/tr>\n
455<\/td>\nASSE <\/td>\n<\/tr>\n
456<\/td>\nASTM <\/td>\n<\/tr>\n
464<\/td>\nAWPA
AWS
AWWA
CGSB <\/td>\n<\/tr>\n
465<\/td>\nCISPI
CPA
CPSC
CSA <\/td>\n<\/tr>\n
466<\/td>\nCSSB
DASMA <\/td>\n<\/tr>\n
467<\/td>\nDOC
DOTn
FEMA
FM
GA <\/td>\n<\/tr>\n
468<\/td>\nHPVA
ICC
ISO
MSS
NAIMA <\/td>\n<\/tr>\n
469<\/td>\nNCMA
NFPA
NFRC
NSF <\/td>\n<\/tr>\n
470<\/td>\nPCA
SMACNA
TMS
TPI
UL <\/td>\n<\/tr>\n
471<\/td>\nULC
US-FTC <\/td>\n<\/tr>\n
472<\/td>\nWDMA <\/td>\n<\/tr>\n
473<\/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, b, c, d POSITIVE AND NEGATIVE IN PSF
TABLE R4502(b) DESIGN PRESSURES (IN PSF) GARAGE DOORSa, b, c, d, e
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
474<\/td>\nSECTION R4504 WALL AND FOUNDATION ANCHORAGE
TABLE R4504.1 STRUCTURAL ANCHORAGEa
TABLES R4504.1.1 WALL REINFORCEMENT OR CONTINUOUS ANCHORAGEa, b, c, d
SECTION R4505 WALL CONSTRUCTION <\/td>\n<\/tr>\n
475<\/td>\nTABLE R4505(a) STUDS IN 110, 120, AND 130 MPH ZONES Requirements for Wood Stud In: Exterior Walls Supporting One Floor, Roof and Ceiling or Less\/Exterior Nonloadbearing Walls in Two Story Structure or Less\/Interior Walls Supporting One Floor, Roof and Ceiling or Less
TABLE R4505(b) EXTERIOR BEARING WALLSa,b,c,d,e FIRST FLOOR OF THREE STORY <\/td>\n<\/tr>\n
476<\/td>\nSECTION R4506 STRUCTURAL BRACING
SECTION R4507 MASONRY WALL CONSTRUCTION
TABLE R4507.1a H\/T LATERAL SUPPORT RATIOS FOR UNREINFORCED EXTERIOR MASONRY WALLSa,b,d,e <\/td>\n<\/tr>\n
477<\/td>\nTABLE R4507.1b H\/T LATERAL SUPPORT RATIOS FOR UNREINFORCED EXTERIOR MASONRY WALLSa,b,d,e
SECTION R4508 ROOF TIE DOWN
TABLE R4508.2 ROOF TIE DOWN REQUIREMENTS ALONG EXTERIOR WALLS (plf)a,b,c,d
TABLE R4508.4 UPLIFT CAPACITY OF WOOD STRUCTURAL PANEL SHEATHING USED TO RESIST BOTH LATERAL LOAD AND UPLIFTa <\/td>\n<\/tr>\n
478<\/td>\nFIGURE R4504.3(a) CONTINUOUS VENEER PIER\/CURTAIN WALL <\/td>\n<\/tr>\n
479<\/td>\nFIGURE R4504.3(b) CONTINUOUS VENEER PIER\/CURTAIN WALL <\/td>\n<\/tr>\n
480<\/td>\nFIGURE R4504.3(c) VENEER SHIRT WALL PIER\/CURTAIN WALL <\/td>\n<\/tr>\n
481<\/td>\nFIGURE R4504.3(d) VENEER SHIRT WALL PIER\/CURTAIN WALL <\/td>\n<\/tr>\n
482<\/td>\nFIGURE R4506.5 GABLE ENDWALL BALLOON FRAMING PREFERRED METHOD <\/td>\n<\/tr>\n
483<\/td>\nFIGURE R4506.7(a) OVERHANG AT ENDWALLS <\/td>\n<\/tr>\n
484<\/td>\nFIGURE R4506.7a\u2014continued OVERHANG AT ENDWALLS <\/td>\n<\/tr>\n
485<\/td>\nFIGURE R4506.7b GABLE END OVERHANG <\/td>\n<\/tr>\n
486<\/td>\nFIGURE R4506.7(c) GABLE END OVERHANG <\/td>\n<\/tr>\n
487<\/td>\nFIGURE R4506.8ROOF SHEATHING ATTACHMENT PLAN
FIGURE R4506.8 ROOF SHEATHING ATTACHMENT PLAN <\/td>\n<\/tr>\n
488<\/td>\nFIGURE R4507.1(a) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION WHERE WIND ZONES ARE 120 MPH OR GREATER <\/td>\n<\/tr>\n
489<\/td>\nFIGURE R4507.1(b) REQUIREMENTS FOR REINFORCED HOLLOW-UNIT MASONRY CONSTRUCTION WHERE WIND ZONES ARE 120 MPH OR GREATER <\/td>\n<\/tr>\n
490<\/td>\nFIGURE R4508.4 PANEL ATTACHMENT TO COUNTER UPLIFT HORIZONTAL OR VERTICAL <\/td>\n<\/tr>\n
491<\/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
492<\/td>\nFIGURE R4603.6(a)
FIGURE R4603.6(b) ELEVATIONS (SHOWING POSSIBLE ARRANGEMENT OF X-BRACING IN LINE) (G AND H SIMILAR) <\/td>\n<\/tr>\n
493<\/td>\nFIGURE R4605.3(a) TWO-STORY WALL SECTION (TYPICAL) <\/td>\n<\/tr>\n
494<\/td>\nFIGURE R4605.3(b) <\/td>\n<\/tr>\n
495<\/td>\nSECTION R4604 ELEVATION STANDARDS
SECTION R4605 CONSTRUCTION MATERIALS AND METHODS STANDARDS <\/td>\n<\/tr>\n
496<\/td>\nTABLE R4605.5a CORROSION RESISTANCE (Applies only to Structure(s) Located in Coastal High-Hazard Areas and Ocean Hazard Areas) <\/td>\n<\/tr>\n
497<\/td>\nAPPENDIX A SIZING AND CAPACITIES OF GAS PIPING DELETED <\/td>\n<\/tr>\n
499<\/td>\nAPPENDIX B SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES, AND APPLIANCES LISTED FOR USE WITH TYPE B VENTS DELETED <\/td>\n<\/tr>\n
501<\/td>\nAPPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS DELETED <\/td>\n<\/tr>\n
503<\/td>\nAPPENDIX D RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION DELETED <\/td>\n<\/tr>\n
505<\/td>\nAPPENDICES E-1 THROUGH E-4 RESIDENTIAL REQUIREMENTS
APPENDIX E-1 ENERGY EFFICIENCY CERTIFICATE (Section N1101.9) <\/td>\n<\/tr>\n
506<\/td>\nAPPENDIX E-2 INSULATION AND AIR SEALING DETAILS
APPENDIX E-2.1
FIGURE SECTION VIEW OF CEILING WITH ATTIC SPACE <\/td>\n<\/tr>\n
507<\/td>\nAPPENDIX E-2.2
FIGURE CLOSED CRAWL SPACE WALLS INSULATION ILLUSTRATIONS <\/td>\n<\/tr>\n
508<\/td>\nAPPENDIX E-2.3
FIGURE SECTION VIEW OF BATH TUB ON EXTERIOR WALL <\/td>\n<\/tr>\n
509<\/td>\nFIGURE SECTION VIEW OF SHOWER ON EXTERIOR WALL <\/td>\n<\/tr>\n
510<\/td>\nFIGURE SECTION VIEW OF INTERIOR STAIRCASE ON EXTERIOR WALL (OPTION 1) <\/td>\n<\/tr>\n
511<\/td>\nFIGURE SECTION VIEW OF INTERIOR STAIRCASE ON EXTERIOR WALL (OPTION 2) <\/td>\n<\/tr>\n
512<\/td>\nFIGURE SECTION VIEW OF DIRECT VENT GAS FIREPLACE <\/td>\n<\/tr>\n
513<\/td>\nFIGURE SECTION VIEW OF WALL ADJOINING ATTIC SPACE <\/td>\n<\/tr>\n
514<\/td>\nFIGURE SECTION VIEW OF WALL ADJOINING ATTIC SPACE <\/td>\n<\/tr>\n
515<\/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
516<\/td>\nFIGURE ISOMETRIC VIEW OF WOOD TRUSS FLOOR\/CEILING SYSTEM ABOVE COMMON WALL BETWEEN UNCONDITIONED AND CONDITIONED SPACE <\/td>\n<\/tr>\n
517<\/td>\nFIGURE ISOMETRIC VIEW OF I-JOIST FLOOR\/CEILING SYSTEM ABOVE COMMON WALL BETWEEN UNCONDITIONED AND CONDITIONED SPACE <\/td>\n<\/tr>\n
518<\/td>\nFIGURE SECTION VIEWS OF DUCT PENETRATING INTO ATTIC <\/td>\n<\/tr>\n
519<\/td>\nFIGURE SECTION VIEW OF SOFFIT OVER CABINET <\/td>\n<\/tr>\n
520<\/td>\nFIGURE SECTION VIEW OF FLOOR HVAC BOOT PENETRATION <\/td>\n<\/tr>\n
521<\/td>\nFIGURE SECTION VIEW OF CEILING HVAC BOOT PENETRATION <\/td>\n<\/tr>\n
523<\/td>\nAPPENDIX E-3: SAMPLE WORKSHEETS FOR RESIDENTIAL AIR AND DUCT LEAKAGE TESTING
APPENDIX E-3A: AIR SEALING: VISUAL INSPECTION OPTION (SECITON N1102.4.2.1) SAMPLE WORKSHEET
TABLE N1102.4.2 AIR BARRIER INSPECTION <\/td>\n<\/tr>\n
524<\/td>\nAPPENDIX E-3B AIR SEALING: TESTING OPTION (SECTION n1102.4.2.2) SAMPLE WORKSHEET <\/td>\n<\/tr>\n
525<\/td>\nAPPENDIX E-3C DUCT SEALING. DUCT AIR LEAKAGE TEST (SECTION N1103.2.2) SAMPLE WORKSHEET <\/td>\n<\/tr>\n
527<\/td>\nAPPENDIX E-4 ADDITIONAL VOLUNTARY CRITERIA FOR INCREASING ENERGY EFFICIENCY (High Efficiency Residential Option)
TABLE E-4A OPTIONAL INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa
TABLE E-4B EQUIVALENT U-FACTORSa <\/td>\n<\/tr>\n
528<\/td>\nTABLE E-4C: SAMPLE CONFIRMATION FORM FOR ADDITIONAL VOLUNTARY CRITERIA FOR INCREASING ENERGY EFFICIENCY (High Efficiency Residential Option) <\/td>\n<\/tr>\n
529<\/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
530<\/td>\nE-4D.2 AIR SEALING: TESTING OPTION (SECTION N1102.4.2.2) SAMPLE WORKSHEET FOR ALTERNATIVE RESIDENTIAL ENERGY CODE FOR HIGHER EFFICIENCY <\/td>\n<\/tr>\n
531<\/td>\nE-4D.3 DUCT SEALING. DUCT AIR LEAKAGE TEST (SECTION N1103.2.2) SAMPLE WORKSHEET FOR ALTERNATIVE RESIDENTIAL ENERGY CODE FOR HIGHER EFFICIENCY <\/td>\n<\/tr>\n
533<\/td>\nAPPENDIX F RADON CONTROL METHODS DELETED <\/td>\n<\/tr>\n
535<\/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
536<\/td>\nSECTION AG106 ENTRAPMENT PROTECTION FOR SWIMMING POOL AND SPA SUCTION OUTLETS <\/td>\n<\/tr>\n
537<\/td>\nSECTION AG107 ABBREVIATIONS
SECTION AG108 STANDARDS <\/td>\n<\/tr>\n
539<\/td>\nAPPENDIX H PATIO COVERS DELETED <\/td>\n<\/tr>\n
541<\/td>\nAPPENDIX I PRIVATE SEWAGE DISPOSAL DELETED <\/td>\n<\/tr>\n
543<\/td>\n[EB] APPENDIX J EXISTING BUILDINGS AND STRUCTURES DELETED <\/td>\n<\/tr>\n
545<\/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
547<\/td>\nAPPENDIX L PERMIT FEES DELETED <\/td>\n<\/tr>\n
549<\/td>\nAPPENDIX M WOOD DECKS
SECTION AM101 GENERAL
SECTION AM102 FOOTERS
FIGURE AM102
TABLE AM102.1 FOOTING TABLEa,b,c
SECTION AM103 FLASHING <\/td>\n<\/tr>\n
550<\/td>\nFIGURE AM102.1
FIGURE AM103
SECTION AM104 DECK ATTACHMENT
TABLE AM104.1.1 ALL STRUCTURES EXCEPT BRICK VENEER STRUCTURES
TABLE AM104.1.2 BRICK VENEER STRUCTURES
SECTION AM105 GIRDER SUPPORT AND SPAN <\/td>\n<\/tr>\n
551<\/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 AM106 JOIST SPANS AND CANTILEVERS
SECTION AM107 FLOOR DECKING
TABLE AM107.1 FLOOR DECING <\/td>\n<\/tr>\n
552<\/td>\nSECTION AM108 POST HEIGHT
TABLE AM108.1 POST HEIGHT
SECTION AM109 DECK BRACING
FIGURE AM109
FIGURE AM109.1
FIGURE AM109.2 <\/td>\n<\/tr>\n
553<\/td>\nFIGURE AM109.3
SECTION AM110 STAIRS
FIGURE AM110
SECTION AM111 HANDRAILS, GUARDS AND GENERAL <\/td>\n<\/tr>\n
554<\/td>\nFIGURE AM111 <\/td>\n<\/tr>\n
555<\/td>\nFIGURE AM112 WALKWAYS OVER DUNES OR BERMS IN OCEAN HAZARD AREAS <\/td>\n<\/tr>\n
557<\/td>\nAPPENDIX N BASIC LOAD ESTIMATING <\/td>\n<\/tr>\n
558<\/td>\nEXAMPLE OF LOAD ESTIMATING LOAD ON BEAM IN FAMILY ROOM
EXAMPLE OF LOAD ESTIMATING ON BEAM IN NOOK AREA <\/td>\n<\/tr>\n
559<\/td>\nTABLE N-1 WOOD BEAMS AND GIRDERS ALLOWABLE LOADS IN POUNDS PER LINEAR FOOT1, 2, 3, 4 <\/td>\n<\/tr>\n
560<\/td>\nTABLE N-2 FLITCH PLATE BEAM ALLOWABLE LOADS In Pounds Per Linear Foot 1,2,3, 4,5 <\/td>\n<\/tr>\n
561<\/td>\nTABLE N-2 FLITCH PLATE BEAM ALLOWABLE LOADS In Pounds Per Linear Foot 1,2,3, 4,5 <\/td>\n<\/tr>\n
563<\/td>\nAPPENDIX O FOAM PLASTIC DIAGRAMS
FIGURE O-1 FOUNDATION WALL <\/td>\n<\/tr>\n
564<\/td>\nFIGURE O-2 BASEMENT WALL <\/td>\n<\/tr>\n
565<\/td>\nFIGURE O-3 FRAME WALL <\/td>\n<\/tr>\n
566<\/td>\nFIGURE O-4 FRAME WALL <\/td>\n<\/tr>\n
567<\/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
569<\/td>\nEQUATION 29-1 <\/td>\n<\/tr>\n
571<\/td>\nTABLE P2904.6.2(1) WATER SERVICE PRESSURE LOSS (PLsvc)a,b <\/td>\n<\/tr>\n
572<\/td>\nTABLE P2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS (PLm)a
TABLE P2904.6.2(3) ELEVATION LOSS (PLe) <\/td>\n<\/tr>\n
573<\/td>\nTABLE P2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH TYPE M COPPER WATER TUBING <\/td>\n<\/tr>\n
574<\/td>\nTABLE P2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING <\/td>\n<\/tr>\n
575<\/td>\nTABLE P2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH CPVC PIPE <\/td>\n<\/tr>\n
576<\/td>\nTABLE P2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE <\/td>\n<\/tr>\n
577<\/td>\nTABLE P2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH PEX TUBING <\/td>\n<\/tr>\n
578<\/td>\nTABLE P2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX TUBING <\/td>\n<\/tr>\n
579<\/td>\nAPPENDIX Q
FIGURE Q-1 DISCONTINOUS FOOTING DETAIL FOR GARAGE OR PORCH WALLS FOUNDATION WALL EXTENSION DETAIL <\/td>\n<\/tr>\n
580<\/td>\nFIGURE Q-2 DISCONTINUOUS FOOTING DETAIL FOR GARAGE OR PORCH WALLS PILASTER DETAIL <\/td>\n<\/tr>\n
581<\/td>\nINDEX <\/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>\n592<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":180211,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2728],"product_tag":[],"class_list":{"0":"post-180209","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\/180209","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\/180211"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=180209"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=180209"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=180209"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}