{"id":189165,"date":"2024-10-19T11:54:59","date_gmt":"2024-10-19T11:54:59","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-irc-commentary-vol-1-2018-1stprint\/"},"modified":"2024-10-25T04:22:10","modified_gmt":"2024-10-25T04:22:10","slug":"icc-irc-commentary-vol-1-2018-1stprint","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-irc-commentary-vol-1-2018-1stprint\/","title":{"rendered":"ICC IRC Commentary Vol 1 2018 1stPrint"},"content":{"rendered":"

This comprehensive publication provides a convenient reference for regulations in chapters 1 through 11 of the 2018 International Residential Code\u00ae (IRC\u00ae). The commentary series is presented in an easy-to-understand format. Every chapter begins with “General Comments” and “Purpose” sections followed by code and commentary to subsequent sections, tables and figures. This in-depth publication focuses on providing the full meaning and implications of the 2018 IRC\u00ae.<\/p>\n

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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2018 IRC\u00ae CODE AND COMMENTARY VOLUME 1 <\/td>\n<\/tr>\n
2<\/td>\n2018 IRC\u00ae CODE AND COMMENTARY VOLUME 1 TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
6<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
8<\/td>\nPART I\u2014ADMINISTRATION
CHAPTER 1: SCOPE AND APPLICATION
GENERAL COMMENTS <\/td>\n<\/tr>\n
9<\/td>\nPURPOSE
PART 1\u2014SCOPE AND APPLICATION
SECTION R101 GENERAL <\/td>\n<\/tr>\n
10<\/td>\nSECTION R102 APPLICABILITY <\/td>\n<\/tr>\n
12<\/td>\nPART 2\u2014ADMINISTRATION AND ENFORCEMENT
SECTION R103 DEPARTMENT OF BUILDING SAFETY <\/td>\n<\/tr>\n
13<\/td>\nSECTION R104 DUTIES AND POWERS OF THE BUILDING OFFICIAL <\/td>\n<\/tr>\n
14<\/td>\nCOMMENTARY FIGURE R104.5 PERSONNEL IDENTIFICATION BADGE <\/td>\n<\/tr>\n
17<\/td>\nSECTION R105 PERMITS <\/td>\n<\/tr>\n
22<\/td>\nSECTION R106 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
25<\/td>\nSECTION R107 TEMPORARY STRUCTURES AND USES
SECTION R108 FEES <\/td>\n<\/tr>\n
26<\/td>\nSECTION R109 INSPECTIONS <\/td>\n<\/tr>\n
28<\/td>\nSECTION R110 CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n
30<\/td>\nCOMMENTARY FIGURE R110.3 CERTIFICATE OF OCCUPANCY
SECTION R111 SERVICE UTILITIES <\/td>\n<\/tr>\n
31<\/td>\nSECTION R112 BOARD OF APPEALS <\/td>\n<\/tr>\n
32<\/td>\nSECTION R113 VIOLATIONS
SECTION R114 STOP WORK ORDER <\/td>\n<\/tr>\n
33<\/td>\nCOMMENTARY FIGURE R114.1 STOP WORK ORDER
BIBLIOGRAPHY <\/td>\n<\/tr>\n
34<\/td>\nPART II\u2014DEFINITIONS
CHAPTER 2: DEFINITIONS
GENERAL COMMENTS
PURPOSE
SECTION R201 GENERAL <\/td>\n<\/tr>\n
35<\/td>\nSECTION R202 DEFINITIONS
COMMENTARY FIGURE R202(1) AIR ADMITTANCE VALVE OPENS TO ADMIT AIR TO RELIEVE NEGATIVE PRESSURE <\/td>\n<\/tr>\n
36<\/td>\nCOMMENTARY FIGURE R202(2) AIR ADMITTANCE VALVE CLOSES AND SEALS VENT UNDER ZERO OR POSITIVE PRESSURE
COMMENTARY FIGURE R202(3) AIR GAP, AIR BREAK <\/td>\n<\/tr>\n
40<\/td>\nCOMMENTARY FIGURE R202 (4) BRANCH VENT <\/td>\n<\/tr>\n
41<\/td>\nCOMMENTARY FIGURE R202(5) DRAINAGE SYSTEM COMPONENTS <\/td>\n<\/tr>\n
45<\/td>\nCOMMENTARY FIGURE R202(6) ELECTRIC HYDRONIC CONVECTOR <\/td>\n<\/tr>\n
49<\/td>\nCOMMENTARY FIGURE R202(7) FULL OPENING EXHAUST HOOD <\/td>\n<\/tr>\n
51<\/td>\nCOMMENTARY FIGURE R202(8) FIRE SEPARATION DISTANCE <\/td>\n<\/tr>\n
52<\/td>\nCOMMENTARY FIGURE R202(9) FIXTURE AND HORIZONTAL BRANCH DRAIN
COMMENTARY FIGURE R202(10) FIXTURE DRAIN <\/td>\n<\/tr>\n
56<\/td>\nCOMMENTARY FIGURE R202(11) HEIGHT OF BUILDING <\/td>\n<\/tr>\n
57<\/td>\nCOMMENTARY FIGURE R202(12) STORY HEIGHT <\/td>\n<\/tr>\n
58<\/td>\nCOMMENTARY FIGURE R202(13) HIGH-TEMPERATURE CHIMNEY <\/td>\n<\/tr>\n
70<\/td>\nCOMMENTARY FIGURE R202(14) RUNNING BOND MASONRY <\/td>\n<\/tr>\n
74<\/td>\nCOMMENTARY FIGURE R202(15) THREE-STORY BUILDING <\/td>\n<\/tr>\n
75<\/td>\nCOMMENTARY FIGURE R202(16) SUMP PUMP <\/td>\n<\/tr>\n
77<\/td>\nCOMMENTARY FIGURE R202(17) DEPTH OF WATER SEAL <\/td>\n<\/tr>\n
80<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
82<\/td>\nPART III\u2014BUILDING PLANNING AND CONSTRUCTION
CHAPTER 3: BUILDING PLANNING
GENERAL COMMENTS <\/td>\n<\/tr>\n
83<\/td>\nPURPOSE
SECTION R301 DESIGN CRITERIA <\/td>\n<\/tr>\n
89<\/td>\nTABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA <\/td>\n<\/tr>\n
90<\/td>\nTABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf)a, b, c, d, e <\/td>\n<\/tr>\n
91<\/td>\nTABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2)
FIGURE R301.2(1) ISOLINES OF THE 97 1\/2 -PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES (\u00b0F) <\/td>\n<\/tr>\n
92<\/td>\nFIGURE R301.2(2) SEISMIC DESIGN CATEGORIES <\/td>\n<\/tr>\n
93<\/td>\nFIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES <\/td>\n<\/tr>\n
94<\/td>\nFIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES <\/td>\n<\/tr>\n
95<\/td>\nFIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES <\/td>\n<\/tr>\n
96<\/td>\nFIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES <\/td>\n<\/tr>\n
97<\/td>\nFIGURE R301.2(3) ALTERNATE SEISMIC DESIGN CATEGORIES <\/td>\n<\/tr>\n
98<\/td>\nFIGURE R301.2(3)\u2014continued ALTERNATE SEISMIC DESIGN CATEGORIES <\/td>\n<\/tr>\n
99<\/td>\nFIGURE R301.2(3)\u2014continued ALTERNATE SEISMIC DESIGN CATEGORIES <\/td>\n<\/tr>\n
100<\/td>\nFIGURE R301.2(3)\u2014continued ALTERNATE SEISMIC DESIGN CATEGORIES <\/td>\n<\/tr>\n
101<\/td>\nFIGURE R301.2(3)\u2014continued ALTERNATE SEISMIC DESIGN CATEGORIES <\/td>\n<\/tr>\n
102<\/td>\nFIGURE R301.2(4) WEATHERING PROBABILITY MAP FOR CONCRETEa, b <\/td>\n<\/tr>\n
103<\/td>\nFIGURE R301.2(5)A ULTIMATE DESIGN WIND SPEEDS <\/td>\n<\/tr>\n
104<\/td>\nFIGURE R301.2(5)B REGIONS WHERE WIND DESIGN IS REQUIRED <\/td>\n<\/tr>\n
105<\/td>\nFIGURE R301.2(6) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb\/ft2) <\/td>\n<\/tr>\n
106<\/td>\nFIGURE R301.2(6)\u2014continued GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb\/ft2) <\/td>\n<\/tr>\n
107<\/td>\nFIGURE R301.2(7) TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
108<\/td>\nFIGURE R301.2(8) COMPONENT AND CLADDING PRESSURE ZONES
COMMENTARY FIGURE R301.2(9) FROST LINE DEPTH <\/td>\n<\/tr>\n
109<\/td>\nCOMMENTARY FIGURE R301.2.1 WIND FORCES ACTING ON AREA
COMMENTARY FIGURE R301.2.1.1.1 <\/td>\n<\/tr>\n
110<\/td>\nTABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS <\/td>\n<\/tr>\n
111<\/td>\nTABLE R301.2.1.3 WIND SPEED CONVERSIONSa <\/td>\n<\/tr>\n
113<\/td>\nTABLE R301.2.1.5.1 ULTIMATE DESIGN WIND SPEED MODIFICATION FOR TOPOGRAPHIC WIND EFFECT
FIGURE R301.2.1.5.1(1) TOPOGRAPHIC FEATURES FOR WIND SPEED-UP EFFECT <\/td>\n<\/tr>\n
114<\/td>\nFIGURE R301.2.1.5.1(2) ILLUSTRATION OF WHERE ON A TOPOGRAPHIC FEATURE, WIND SPEED INCREASE IS APPLIED
FIGURE R301.2.1.5.1(3) UPWIND OBSTRUCTION <\/td>\n<\/tr>\n
115<\/td>\nCOMMENTARY FIGURE R301.2.2 SEISMIC FORCE <\/td>\n<\/tr>\n
117<\/td>\nTABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION <\/td>\n<\/tr>\n
119<\/td>\nCOMMENTARY FIGURE R301.2.2.2.6(1) BRACED WALL PANELS OUT OF PLANE <\/td>\n<\/tr>\n
120<\/td>\nCOMMENTARY FIGURE R301.2.2.2.6(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK
COMMENTARY FIGURE R301.2.2.2.6(3) FLOOR OR ROOF NOT SUPPORTED AT ALL EDGES <\/td>\n<\/tr>\n
121<\/td>\nCOMMENTARY FIGURE R301.2.2.2.6(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE
COMMENTARY FIGURE R301.2.2.2.6(5) BRACED WALL PANEL EXTENSION OVER OPENING
COMMENTARY FIGURE R301.2.2.2.6(6) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS <\/td>\n<\/tr>\n
122<\/td>\nCOMMENTARY FIGURE R301.2.2.2.6(7) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
COMMENTARY FIGURE R301.2.2.2.6(8) BRACED WALL LINES NOT PERPENDICULAR <\/td>\n<\/tr>\n
124<\/td>\nTABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) <\/td>\n<\/tr>\n
125<\/td>\nCOMMENTARY FIGURE R301.4 MINIMUM DESIGN DEAD LOADS FOR TYPICAL RESIDENTIAL COMPONENTS <\/td>\n<\/tr>\n
126<\/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 <\/td>\n<\/tr>\n
127<\/td>\nCOMMENTARY FIGURE R301.7 BEAM DEFLECTION
SECTION R302 FIRE-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
128<\/td>\nCOMMENTARY FIGURE R302.1(1) EXTERIOR WALLS AND PROJECTIONS FOR DWELLINGS WITHOUT AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
129<\/td>\nCOMMENTARY FIGURE R302.1(2) EXTERIOR WALL FIRE-RESISTANCE-RATED REQUIREMENTS AND PROHIBITED OPENINGS FOR DWELLINGS WITHOUT AUTOMATIC SPRINKLER SYSTEMS
COMMENTARY FIGURE R302.1(3) EXTERIOR WALL FIRE-RESISTANCE-RATED REQUIREMENTS AND PROHIBITED OPENINGS FOR DWELLINGS WITHOUT AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
130<\/td>\nCOMMENTARY FIGURE R302.1(4) MINIMUM FIRE SEPARATION DISTANCE COMPARISON (NONRATED CONSTRUCTION) <\/td>\n<\/tr>\n
131<\/td>\nTABLE R302.1(1) EXTERIOR WALLS
TABLE R302.1(2) EXTERIOR WALLS\u2014DWELLINGS WITH FIRE SPRINKLERS <\/td>\n<\/tr>\n
132<\/td>\nCOMMENTARY FIGURE R302.2 DWELLING UNIT SEPARATION FOR TOWNHOUSES <\/td>\n<\/tr>\n
134<\/td>\nCOMMENTARY FIGURE R302.2.4(1) PARPET REQUIREMENT FOR WALLS BETWEEN TOWNHOUSES <\/td>\n<\/tr>\n
135<\/td>\nCOMMENTARY FIGURE R302.2.4(2) EXCEPTION TO ELIMINATE PARPET
COMMENTARY FIGURE R302.2.4(3) PARPET REQUIREMENTS <\/td>\n<\/tr>\n
137<\/td>\nCOMMENTARY FIGURE R302.3 DWELLING UNIT SEPARATION IN TWO-FAMILY DWELLINGS <\/td>\n<\/tr>\n
138<\/td>\nCOMMENTARY FIGURE R302.3.1 SUPPORT OF DWELLING UNIT SEPARATION
COMMENTARY FIGURE R302.4.1 TYPES OF PENETRATIONS <\/td>\n<\/tr>\n
140<\/td>\nCOMMENTARY FIGURE R302.4.2(1) MEMBRANE PENETRATION BY OUTLET BOX <\/td>\n<\/tr>\n
141<\/td>\nCOMMENTARY R302.4.2(2) EXCEPTION TO ANNULAR SPACE PROTECTION <\/td>\n<\/tr>\n
142<\/td>\nCOMMENTARY FIGURE R302.5.2 GARAGE\/DWELLING SEPARATION <\/td>\n<\/tr>\n
143<\/td>\nTABLE R302.6 DWELLING-GARAGE SEPARATION <\/td>\n<\/tr>\n
144<\/td>\nCOMMENTARY R302.6 SEPARATION BETWEEN ATTACHED GARAGES AND DWELLING UNITS <\/td>\n<\/tr>\n
145<\/td>\nCOMMENTARY FIGURE R302.9.4 INTERIOR FIRE TEST ROOM DIMENSIONS <\/td>\n<\/tr>\n
147<\/td>\nCOMMENTARY FIGURE R302.10.1 INSULATION FACING <\/td>\n<\/tr>\n
148<\/td>\nCOMMENTARY FIGURE R302.11(1) FIREBLOCKING\u2014BALLON FRAMING
COMMENTARY FIGURE R302.11(2) FIREBLOCKING\u2014PLATFORM FRAMING <\/td>\n<\/tr>\n
149<\/td>\nCOMMENTARY FIGURE R302.11(3) FIREBLOCKING\u2014FURRED SOFFIT
COMMENTARY FIGURE R302.11(4) FIREBLOCKING\u2014DROPPED CEILING
COMMENTARY FIGURE R302.11(5) FIREBLOCKING\u2014COVE CEILING
COMMENTARY FIGURE R302.11(6) FIREBLOCKING\u2014AT TUB
COMMENTARY FIGURE R301.11(7) FIREBLOCKING\u2014AT STAIRWAYS <\/td>\n<\/tr>\n
150<\/td>\nCOMMENTARY FIGURE R302.11(8) FIREBLOCKING\u2014AROUND PIPING
COMMENTARY FIGURE R302.11(9) FIREBLOCKING\u2014AROUND MASONRY CHIMNEYS AND FIREPLACES <\/td>\n<\/tr>\n
151<\/td>\nCOMMENTARY FIGURE 302.12(1) DRAFTSTOPPING OF CEILING SUSPENDED UNDER FLOOR FRAMING <\/td>\n<\/tr>\n
152<\/td>\nCOMMENTARY FIGURE 302.12(2) DRAFTSTOPPING OF TRUSS-TYPE FLOOR FRAMING <\/td>\n<\/tr>\n
153<\/td>\nSECTION R303 LIGHT, VENTILATION AND HEATING <\/td>\n<\/tr>\n
154<\/td>\nCOMMENTARY FIGURE R303.2 NATURAL LIGHT <\/td>\n<\/tr>\n
156<\/td>\nCOMMENTARY FIGURE R303.5.1 AIR INTAKE OPENING LOCATIONS <\/td>\n<\/tr>\n
157<\/td>\nCOMMENTARY FIGURE R303.7 STAIRWAY ILLUMINATION <\/td>\n<\/tr>\n
158<\/td>\nCOMMENTARY FIGURE R303.10 REQUIRED HEATING
SECTION R304 MINIMUM ROOM AREAS <\/td>\n<\/tr>\n
159<\/td>\nCOMMENTARY FIGURE R304.1 ROOM AREA AND DIMENSIONS
COMMENTARY FIGURE R304.3 HEIGHT EFFECT ON ROOM AREA
SECTION R305 CEILING HEIGHT <\/td>\n<\/tr>\n
160<\/td>\nSECTION R306 SANITATION
SECTION R307 TOILET, BATH AND SHOWER SPACES <\/td>\n<\/tr>\n
161<\/td>\nFIGURE R307.1 MINIMUM FIXTURE CLEARANCES
SECTION R308 GLAZING <\/td>\n<\/tr>\n
164<\/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
165<\/td>\nCOMMENTARY FIGURE R308.4(1) HAZARDOUS LOCATIONS
COMMENTARY FIGURE R308.4(2) PROTECTIVE BAR ALTERNATIVE (Section R308.4.3, Exception 2) <\/td>\n<\/tr>\n
166<\/td>\nCOMMENTARY FIGURE R308.4(3) GLAZING IN PANELS ADJACENT TO DOORS\u2014ELEVATION
COMMENTARY FIGURE R308.4(4) GLAZING IN PANELS ADJACENT TO DOORS\u2014PLAN (Section R308.4.2) <\/td>\n<\/tr>\n
167<\/td>\nCOMMENTARY FIGURE R308.4(5) BARRIER BETWEEN GLAZING AND DOOR (Section R308.4.2, Exception 2)
COMMENTARY FIGURE R308.4(6) GLAZING IN PANELS ADJACENT TO DOORS\u2014PLAN (Section R308.4.2, Item 2) <\/td>\n<\/tr>\n
168<\/td>\nCOMMENTARY FIGURE R308.4(7) GLAZING WITHIN A SHOWER ENCLOSURE
COMMENTARY FIGURE R308.4(8) GLAZING IN WET AREAS ADJACENT TO HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND SWIMMING POOLS <\/td>\n<\/tr>\n
169<\/td>\nCOMMENTARY FIGURE R308.4(9) GLAZING AND WET SURFACES\u2014PLAN VIEW (Section R308.4.5, Exception)
COMMENTARY FIGURE R308.4(10) GLAZING ADJACENT TO STAIRWAYS (Section to R308.4.6) <\/td>\n<\/tr>\n
170<\/td>\nCOMMENTARY FIGURE R308.4(11) GLAZING ADJACENT TO THE BOTTOM STAIR LANDING (Section R308.4.7) <\/td>\n<\/tr>\n
171<\/td>\nFIGURE R308.4.7 HAZARDOUS GLAZING LOCATIONS AT BOTTOM STAIR LANDINGS <\/td>\n<\/tr>\n
174<\/td>\nSECTION R309 GARAGES AND CARPORTS <\/td>\n<\/tr>\n
175<\/td>\nSECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS <\/td>\n<\/tr>\n
176<\/td>\nCOMMENTARY FIGURE R310.2.1 EMERGENCY ESCAPE AND RESCUE WINDOW <\/td>\n<\/tr>\n
177<\/td>\nCOMMENTARY FIGURE R310.2.3 WINDOW WELLS <\/td>\n<\/tr>\n
179<\/td>\nSECTION R311 MEANS OF EGRESS <\/td>\n<\/tr>\n
180<\/td>\nCOMMENTARY FIGURE R311.3.1 THRESHOLD HEIGHTS <\/td>\n<\/tr>\n
182<\/td>\nCOMMENTARY FIGURE R311.7.1 STAIRWAY CLEARANCES <\/td>\n<\/tr>\n
183<\/td>\nCOMMENTARY FIGURE R311.7.2(1) MINIMUM HEADROOM
COMMENTARY FIGURE R311.7.2(2) EXAMPLE OF EXCEPTION TO SECTION R311.7.2 <\/td>\n<\/tr>\n
185<\/td>\nCOMMENTARY FIGURE R311.7.5.1(1) CONVENTIONAL STAIRWAY
COMMENTARY FIGURE R311.7.5.1(2) STAIR TOLERANCES <\/td>\n<\/tr>\n
186<\/td>\nCOMMENTARY FIGURE R311.7.5.2.1(1) WINDERS
COMMENTARY FIGURE R311.7.5.2.1(2) WINDERS USED FOR CIRCULAR STAIRWAY <\/td>\n<\/tr>\n
187<\/td>\nCOMMENTARY FIGURE R311.7.5.3 NOSINGS <\/td>\n<\/tr>\n
188<\/td>\nCOMMENTARY FIGURE R311.7.6(1) LANDINGS AT STAIRS AND DOORS
COMMENTARY FIGURE R311.7.6(2) EXAMPLE OF LANDING OF SHAPES OTHER THAN SQUARE OR RECTANGULAR <\/td>\n<\/tr>\n
189<\/td>\nCOMMENTARY FIGURE R311.7.8.4 HANDRAILS <\/td>\n<\/tr>\n
190<\/td>\nCOMMENTARY FIGURE R311.7.8.5(1) TYPE I HANDRAIL <\/td>\n<\/tr>\n
191<\/td>\nCOMMENTARY FIGURE R311.7.8.5(2) TYPE II HANDRAIL
COMMENTARY FIGURE R311.7.10.1 SPIRAL STAIRS <\/td>\n<\/tr>\n
192<\/td>\nCOMMENTARY FIGURE R311.7.10.2 BULKHEAD ENCLOSURE STAIRWAY <\/td>\n<\/tr>\n
193<\/td>\nCOMMENTARY FIGURE R311.7.11 TYPICAL ALTERNATING TREAD DEVICE <\/td>\n<\/tr>\n
194<\/td>\nCOMMENTARY FIGURE R311.7.12 TYPICAL SHIPS LADDER <\/td>\n<\/tr>\n
196<\/td>\nSECTION R312 GUARDS AND WINDOW FALL PROTECTION
COMMENTARY FIGURE R312.1.1 DROP OFF AND GUARD HEIGHT REQUIREMENTS <\/td>\n<\/tr>\n
197<\/td>\nCOMMENTARY FIGURE R312.1.2 STAIRWAY GUARD <\/td>\n<\/tr>\n
198<\/td>\nCOMMENTARY FIGURE R312.1.3 GUARD REQUIREMENTS <\/td>\n<\/tr>\n
199<\/td>\nCOMMENTARY FIGURE R312.2.1 WINDOW SILL HEIGHT
SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
200<\/td>\nSECTION R314 SMOKE ALARMS <\/td>\n<\/tr>\n
201<\/td>\nCOMMENTARY FIGURE R314.3(1) LOCATION OF SMOKE ALARMS
COMMENTARY FIGURE R314.3(2) SMOKE ALARM LOCATION <\/td>\n<\/tr>\n
203<\/td>\nSECTION R315 CARBON MONOXIDE ALARMS <\/td>\n<\/tr>\n
204<\/td>\nCOMMENTARY FIGURE R315.3 LOCATION OF CARBON MONOXIDE ALARMS <\/td>\n<\/tr>\n
205<\/td>\nSECTION R316 FOAM PLASTIC <\/td>\n<\/tr>\n
206<\/td>\nCOMMENTARY FIGURE R316.1 USE AND INSTALLATION REQUIREMENTS OF FOAM PLASTIC IN BUILDING CONSTRUCTION <\/td>\n<\/tr>\n
208<\/td>\nCOMMENTARY FIGURE R316.5.1 ENCAPSULATED FOAM PLASTIC <\/td>\n<\/tr>\n
209<\/td>\nCOMMENTARY FIGURE R316.5.3 FOAM PLASTIC, ATTIC AND CRAWL SPACES <\/td>\n<\/tr>\n
211<\/td>\nCOMMENTARY FIGURE R316.5.11 FOAM PLASTIC SPRAY APPLIED TO SILL PLATE AND HEADER <\/td>\n<\/tr>\n
212<\/td>\nSECTION R317 PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY <\/td>\n<\/tr>\n
213<\/td>\nCOMMENTARY FIGURE R317.1(1) MINIMUM SEPARATION OF NONTREATED WOOD FROM GROUND
COMMENTARY FIGURE R317.1(2) WOOD SILLS ON FOUNDATION WALLS <\/td>\n<\/tr>\n
214<\/td>\nCOMMENTARY FIGURE R317.1(3) WOOD SILLS AND SLEEPERS
COMMENTARY FIGURE R317.1(4) NONTREATED WOOD PROJECTING INTO BEAM POCKET
COMMENTARY FIGURE R317.1(5) NONTREATED WOOD SIDING OR SHEATHING <\/td>\n<\/tr>\n
215<\/td>\nCOMMENTARY FIGURE R317.1.2 WOOD POST EMBEDDED IN CONCRETE <\/td>\n<\/tr>\n
216<\/td>\nCOMMENTARY FIGURE R317.2.1 TYPICAL LABEL FOR PRESSURE-TREATED WOOD <\/td>\n<\/tr>\n
218<\/td>\nSECTION R318 PROTECTION AGAINST SUBTERRANEAN TERMITES <\/td>\n<\/tr>\n
219<\/td>\nSECTION R319 SITE ADDRESS
SECTION R320 ACCESSIBILITY <\/td>\n<\/tr>\n
220<\/td>\nSECTION R321 ELEVATORS AND PLATFORM LIFTS <\/td>\n<\/tr>\n
221<\/td>\nSECTION R322 FLOOD-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
226<\/td>\nCOMMENTARY FIGURE R322.2(1) SAMPLE FIRM ILLUSTRATING FLOOD ZONES (RIVERINE)
COMMENTARY FIGURE R322.2(2) SAMPLE FIRM ILLUSTRATING FLOOD ZONES (COASTAL) <\/td>\n<\/tr>\n
231<\/td>\nCOMMENTARY FIGURE R322.3.5 DETERMINING PERCENT OPEN AREA FOR LATTICE AND LOUVER WALLS <\/td>\n<\/tr>\n
233<\/td>\nSECTION R323 STORM SHELTERS
SECTION 324 SOLAR ENERGY SYSTEMS <\/td>\n<\/tr>\n
236<\/td>\nSECTION R325 MEZZANINES <\/td>\n<\/tr>\n
237<\/td>\nSECTION R326 SWIMMING POOLS, SPAS AND HOT TUBS <\/td>\n<\/tr>\n
238<\/td>\nSECTION R327 STATIONARY STORAGE BATTERY SYSTEMS <\/td>\n<\/tr>\n
239<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
244<\/td>\nCHAPTER 4: FOUNDATIONS
GENERAL COMMENTS
PURPOSE
SECTION R401 GENERAL <\/td>\n<\/tr>\n
245<\/td>\nCOMMENTARY FIGURE R401.3(1) LOT GRADING EXAMPLE <\/td>\n<\/tr>\n
246<\/td>\nCOMMENTARY FIGURE R401.3(2) LOT GRADING EXAMPLE
TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa <\/td>\n<\/tr>\n
247<\/td>\nSECTION R402 MATERIALS
COMMENTARY FIGURE R402.1.2 EXAMPLE OF QUALITY MARK FOR PRESSURE-TREATED LUMBER <\/td>\n<\/tr>\n
248<\/td>\nTABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE <\/td>\n<\/tr>\n
249<\/td>\nSECTION R403 FOOTINGS <\/td>\n<\/tr>\n
251<\/td>\nTABLE R403.1(1) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION (inches)a, b <\/td>\n<\/tr>\n
252<\/td>\nTABLE R403.1(2) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION WITH BRICK VENEER (inches)a, b <\/td>\n<\/tr>\n
253<\/td>\nTABLE R403.1(3) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS WITH CAST-IN-PLACE CONCRETE OR FULLY GROUTED MASONRY WALL CONSTRUCTION (inches)a, b <\/td>\n<\/tr>\n
254<\/td>\nFIGURE R403.1(1) PLAIN CONCRETE FOOTINGS WITH MASONRY AND CONCRETE STEM WALLS IN SDC A, B AND C <\/td>\n<\/tr>\n
255<\/td>\nFIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION <\/td>\n<\/tr>\n
256<\/td>\nFIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION <\/td>\n<\/tr>\n
257<\/td>\nCOMMENTARY FIGURE R403.1.2 CONTINUOUS FOOTING REQUIREMENTS IN HIGH-SEISMIC REGIONS <\/td>\n<\/tr>\n
258<\/td>\nFIGURE R403.1.3 REINFORCED CONCRETE FOOTINGS AND MASONRY AND CONCRETE STEM WALLS IN SDC D0, D1 AND D2 <\/td>\n<\/tr>\n
260<\/td>\nCOMMENTARY FIGURE R403.1.4 RECOMMENDATION FOR ADJACENT FOOTINGS AT DIFFERENT ELEVATIONS <\/td>\n<\/tr>\n
261<\/td>\nCOMMENTARY FIGURE R403.1.5 RECOMMENDATION FOR STEPPED WALL FOOTINGS <\/td>\n<\/tr>\n
262<\/td>\nCOMMENTARY FIGURE R403.1.6 WOOD SILL PLATE ANCHORAGE TO FOUNDATIONS <\/td>\n<\/tr>\n
263<\/td>\nFIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES
COMMENTARY FIGURE R403.1.7.1 BUILDINGS ADJACENT TO ASCENDING SLOPE EXCEEDING 1 TO 1 <\/td>\n<\/tr>\n
264<\/td>\nCOMMENTARY FIGURE R403.1.7.2 BUILDINGS ADJACENT TO DESCENDING SLOPE EXCEEDING 1 TO 1 <\/td>\n<\/tr>\n
265<\/td>\nCOMMENTARY FIGURE R403.1.7.3 DETERMINATION OF FOUNDATION ELEVATION ON GRADED SITES <\/td>\n<\/tr>\n
266<\/td>\nTABLE R403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGSa <\/td>\n<\/tr>\n
268<\/td>\nFIGURE R403.3(1) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS <\/td>\n<\/tr>\n
269<\/td>\nFIGURE R403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD <\/td>\n<\/tr>\n
270<\/td>\nTABLE R403.3(2) AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
271<\/td>\nTABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
272<\/td>\nTABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
273<\/td>\nTABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
274<\/td>\nTABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
275<\/td>\nFIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE
FIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE <\/td>\n<\/tr>\n
276<\/td>\nTABLE R403.4 MINIMUM DEPTH (D) AND WIDTH (W) OF CRUSHED STONE FOOTINGSa, b (inches) <\/td>\n<\/tr>\n
277<\/td>\nFIGURE R403.4(1) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL BEARING ON CRUSHED STONE
FIGURE R403.4(2) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL ON SPREAD FOOTING
SECTION R404 FOUNDATION AND RETAINING WALLS <\/td>\n<\/tr>\n
278<\/td>\nCOMMENTARY FIGURE R404.1 FOUNDATION WALL WITH UNBALANCED FILL <\/td>\n<\/tr>\n
279<\/td>\nTABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLS <\/td>\n<\/tr>\n
280<\/td>\nTABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d \u2265 5 INCHES <\/td>\n<\/tr>\n
281<\/td>\nTABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d \u2265 6.75 INCHES <\/td>\n<\/tr>\n
282<\/td>\nTABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d \u2265 8.75 INCHES <\/td>\n<\/tr>\n
283<\/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
284<\/td>\nTABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
285<\/td>\nTABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
286<\/td>\nTABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
287<\/td>\nTABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
288<\/td>\nTABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
289<\/td>\nTABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10- AND 12-INCH NOMINAL FLAT BASEMENT WALLS <\/td>\n<\/tr>\n
290<\/td>\nTABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND ALTERNATE GRADE OF STEEL <\/td>\n<\/tr>\n
298<\/td>\nFIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS <\/td>\n<\/tr>\n
299<\/td>\nCOMMENTARY FIGURE R404.1.7 BEARING FOUNDATION WALLS AGAINST LATERAL EARTH PRESSURE <\/td>\n<\/tr>\n
301<\/td>\nTABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION <\/td>\n<\/tr>\n
302<\/td>\nSECTION R405 FOUNDATION DRAINAGE <\/td>\n<\/tr>\n
303<\/td>\nTABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM
COMMENTARY FIGURE R405.1(1) FOUNDATION DRAINAGE FOR HABITABLE SPACE BELOW GRADE <\/td>\n<\/tr>\n
304<\/td>\nCOMMENTARY FIGURE R405.1(2) OTHER SUGGESTED METHODS OF FOUNDATION DRAINAGE
SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING <\/td>\n<\/tr>\n
305<\/td>\nCOMMENTARY FIGURE R406.1(1) DAMPPROOFING OF MASONRY FOUNDATION WALL [see also Commentary Figure R405.1(1)]
COMMENTARY FIGURE R406.1(2) DAMPPROOFING OF CONCRETE FOUNDATION WALL [see also Commentary Figure R405.1(1)] <\/td>\n<\/tr>\n
306<\/td>\nCOMMENTARY FIGURE R406.2 METHODS OF WATERPROOFING BASEMENT WALLS [see also Commentary Figures R405.1(1) and R405.1(2) for typical drainage details] <\/td>\n<\/tr>\n
307<\/td>\nSECTION R407 COLUMNS
COMMENTARY FIGURE R407.3(1) COLUMN ANCHORAGE
COMMENTARY FIGURE R407.3(2) COLUMN ANCHORAGE
COMMENTARY FIGURE R407.3(3) COLUMN ANCHORAGE <\/td>\n<\/tr>\n
308<\/td>\nSECTION R408 UNDER-FLOOR SPACE
COMMENTARY FIGURE R408.1 CRAWL SPACE VENTILATION <\/td>\n<\/tr>\n
310<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
312<\/td>\nCHAPTER 5: FLOORS
GENERAL COMMENTS
PURPOSE
SECTION R501 GENERAL
SECTION R502 WOOD FLOOR FRAMING <\/td>\n<\/tr>\n
313<\/td>\nCOMMENTARY FIGURE R502.1.1 GRADE MARK EXAMPLES
COMMENTARY FIGURE R502.1.1.1 TREATED LUMBER GRADE MARK <\/td>\n<\/tr>\n
316<\/td>\nFIGURE R502.2 FLOOR CONSTRUCTION <\/td>\n<\/tr>\n
317<\/td>\nCOMMENTARY FIGURE R502.4(1) DOUBLE JOIST UNDER BEARING PARTITION <\/td>\n<\/tr>\n
318<\/td>\nTABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L\/\u2206 = 360)a <\/td>\n<\/tr>\n
319<\/td>\nTABLE R502.3.1(1)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L\/\u2206 = 360)a <\/td>\n<\/tr>\n
320<\/td>\nTABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u2206 = 360)b <\/td>\n<\/tr>\n
321<\/td>\nTABLE R502.3.1(2)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u2206 = 360)b <\/td>\n<\/tr>\n
322<\/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
323<\/td>\nCOMMENTARY FIGURE R502.4(2) SPACED JOISTS UNDER BEARING PARTITION WITH BLOCKING AT PENETRATION <\/td>\n<\/tr>\n
324<\/td>\nCOMMENTARY FIGURE R502.5 GIRDER SPAN-SPACING RELATIONSHIP <\/td>\n<\/tr>\n
325<\/td>\nCOMMENTARY FIGURE R502.6(1) FLOOR JOIST BEARING ON WOOD
COMMENTARY FIGURE R502.6(2) FLOOR JOIST BEARING ON MASONRY <\/td>\n<\/tr>\n
326<\/td>\nCOMMENTARY FIGURE R502.6(3) FLOOR JOIST BEARING ON RIBBON STRIP
COMMENTARY FIGURE R502.6(4) JOIST HANGER AT DOUBLE TOP PLATE
COMMENTARY FIGURE R502.6.1 JOIST AT GIRDER <\/td>\n<\/tr>\n
327<\/td>\nCOMMENTARY FIGURE R502.6.2(1) JOIST HANGER AT GIRDER
COMMENTARY FIGURE R502.6.2(2) LEDGER STRIPS AT BEAM OR GIRDER
COMMENTARY FIGURE R502.7 BLOCKING OF JOISTS <\/td>\n<\/tr>\n
328<\/td>\nCOMMENTARY FIGURE R502.7.1 INTERMEDIATE LATERAL SUPPORT <\/td>\n<\/tr>\n
329<\/td>\nFIGURE R502.8 CUTTING, NOTCHING AND DRILLING <\/td>\n<\/tr>\n
330<\/td>\nCOMMENTARY FIGURE R502.9 POSITIVE CONNECTION BETWEEN POSTS AND GIRDERS
COMMENTARY FIGURE R502.10(1) FLOOR FRAMING FOR MAXIMUM 4-FOOT OPENINGS <\/td>\n<\/tr>\n
331<\/td>\nCOMMENTARY FIGURE R502.10(2) FLOOR FRAMING FOR GREATER THAN 4-FOOT OPENINGS
COMMENTARY FIGURE R502.10(3) HANGERS FOR JOIST-HEADER CONNECTION <\/td>\n<\/tr>\n
332<\/td>\nSECTION R503 FLOOR SHEATHING
TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING <\/td>\n<\/tr>\n
333<\/td>\nCOMMENTARY FIGURE R503.1(1) FLOOR SHEATHING AS SUBFLOORING <\/td>\n<\/tr>\n
334<\/td>\nCOMMENTARY FIGURE R503.1(2) SUBFLOOR (FLOOR SHEATHING) ORIENTATION
COMMENTARY FIGURE R503.1.1 SUBFLOOR (FLOOR SHEATHING) ORIENTATION <\/td>\n<\/tr>\n
335<\/td>\nTABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa
COMMENTARY FIGURE R503.2.1 PLYWOOD GRADE MARK EXAMPLES <\/td>\n<\/tr>\n
336<\/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
337<\/td>\nCOMMENTARY FIGURE R503.2.2(1) IDENTIFICATION OF PLYWOOD SUBFLOOR SPAN LIMITATIONS
COMMENTARY FIGURE R503.2.2(2) COMBINATION SUBFLOOR UNDERLAYMENT ALTERNATIVES <\/td>\n<\/tr>\n
338<\/td>\nCOMMENTARY FIGURE R503.3.1 PARTICLEBOARD GRADE MARK EXAMPLE
SECTION R504 PRESSURE PRESERVATIVE-TREATED WOOD FLOORS (ON GROUND) <\/td>\n<\/tr>\n
339<\/td>\nSECTION R505 COLD-FORMED STEEL FLOOR FRAMING <\/td>\n<\/tr>\n
340<\/td>\nCOMMENTARY FIGURE R505.1.1 STEEL FRAMING APPLICABILITY LIMITS <\/td>\n<\/tr>\n
341<\/td>\nFIGURE R505.1.2 IN-LINE FRAMING <\/td>\n<\/tr>\n
342<\/td>\nFIGURE R505.2.3(1) C-SHAPED SECTION
FIGURE R505.2.3(2) TRACK SECTION <\/td>\n<\/tr>\n
343<\/td>\nTABLE R505.2.3 COLD-FORMED STEEL JOIST SIZES AND THICKNESS <\/td>\n<\/tr>\n
344<\/td>\nFIGURE R505.2.6.1 FLOOR JOIST WEB HOLES
FIGURE R505.2.6.3 FLOOR JOIST WEB HOLE PATCH <\/td>\n<\/tr>\n
345<\/td>\nTABLE R505.3.1(1) FLOOR-TO-FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS <\/td>\n<\/tr>\n
346<\/td>\nTABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa
FIGURE R505.3.1(1) FLOOR-TO-EXTERIOR LOAD-BEARING WALL STUD CONNECTION <\/td>\n<\/tr>\n
347<\/td>\nFIGURE R505.3.1(2) FLOOR-TO-WOOD-SILL CONNECTION
FIGURE R505.3.1(3) FLOOR-TO-FOUNDATION CONNECTION <\/td>\n<\/tr>\n
348<\/td>\nFIGURE R505.3.1(4) CANTILEVERED FLOOR-TO-FOUNDATION CONNECTION
FIGURE R505.3.1(5) CANTILEVERED FLOOR-TO-WOOD-SILL CONNECTION <\/td>\n<\/tr>\n
349<\/td>\nFIGURE R505.3.1(6) CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION
FIGURE R505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL <\/td>\n<\/tr>\n
350<\/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
351<\/td>\nTABLE R505.3.2 ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014SINGLE OR CONTINUOUS SPANS
COMMENTARY FIGURE R505.3.2 SPAN ARRANGEMENT FOR FLOOR JOIST CONTINUOUS OVER SUPPORT <\/td>\n<\/tr>\n
353<\/td>\nFIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID)
FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP) <\/td>\n<\/tr>\n
354<\/td>\nFIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS
SECTION R506 CONCRETE FLOORS (ON GROUND) <\/td>\n<\/tr>\n
355<\/td>\nFIGURE R505.3.4(2) BEARING STIFFENER
FIGURE R505.3.7 TRACK SPLICE <\/td>\n<\/tr>\n
356<\/td>\nFIGURE R505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION\u20146-FOOT FLOOR OPENING
FIGURE R505.3.8(2) COLD-FORMED STEEL FLOOR CONSTRUCTION\u20148-FOOT FLOOR OPENING <\/td>\n<\/tr>\n
357<\/td>\nFIGURE R505.3.8(3) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION\u20146-FOOT OPENING
FIGURE R505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION\u20148-FOOT OPENING <\/td>\n<\/tr>\n
358<\/td>\nCOMMENTARY FIGURE R506.1 CONCRETE SLAB-ON-GROUND REQUIREMENTS <\/td>\n<\/tr>\n
359<\/td>\nSECTION R507 EXTERIOR DECKS <\/td>\n<\/tr>\n
360<\/td>\nTABLE R507.2.3 FASTENER AND CONNECTOR SPECIFICATIONS FOR DECKS
FIGURE R507.3 DECK POSTS TO DECK FOOTING CONNECTION <\/td>\n<\/tr>\n
361<\/td>\nCOMMENTARY FIGURE R507.3.1 DECK TRIBUTARY AREA <\/td>\n<\/tr>\n
362<\/td>\nTABLE R507.3.1 MINIMUM FOOTING SIZE FOR DECKS <\/td>\n<\/tr>\n
363<\/td>\nTABLE R507.4 DECK POST HEIGHTa <\/td>\n<\/tr>\n
364<\/td>\nFIGURE R507.5 TYPICAL DECK JOIST SPANS
TABLE R507.5 DECK BEAM SPAN LENGTHS (feet – inches) <\/td>\n<\/tr>\n
365<\/td>\nFIGURE R507.5.1(1) DECK BEAM TO DECK POST
FIGURE R507.5.1(2) NOTCHED POST-TO-BEAM CONNECTION <\/td>\n<\/tr>\n
366<\/td>\nFIGURE R507.6 TYPICAL DECK JOIST SPANS <\/td>\n<\/tr>\n
367<\/td>\nTABLE R507.6 DECK JOIST SPANS FOR COMMON LUMBER SPECIES (ft. – in.)
TABLE R507.7 MAXIMUM JOIST SPACING FOR DECKING <\/td>\n<\/tr>\n
369<\/td>\nTABLE R507.9.1.3(1) DECK LEDGER CONNECTION TO BAND JOIST (Deck live load = 40 psf, deck dead load = 10 psf, snow load \u2264 40 psf)
TABLE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS
FIGURE R507.9.1.3(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS <\/td>\n<\/tr>\n
370<\/td>\nFIGURE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS <\/td>\n<\/tr>\n
371<\/td>\nFIGURE R507.9.2(1) DECK ATTACHMENT FOR LATERAL LOADS
FIGURE R507.9.2(2) DECK ATTACHMENT FOR LATERAL LOADS <\/td>\n<\/tr>\n
372<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
374<\/td>\nCHAPTER 6: WALL CONSTRUCTION
GENERAL COMMENTS
PURPOSE
SECTION R601 GENERAL
SECTION R602 WOOD WALL FRAMING <\/td>\n<\/tr>\n
375<\/td>\nCOMMENTARY FIGURE R602.1.1 GRADE STAMP EXAMPLE FOR DIMENSIONAL LUMBER
COMMENTARY FIGURE R602.1.2(1) END-JOINTED LUMBER-FINGER JOINT <\/td>\n<\/tr>\n
376<\/td>\nCOMMENTARY FIGURE R602.1.2(2) GRADE STAMP INCLUDING HRA MARK <\/td>\n<\/tr>\n
379<\/td>\nTABLE R602.3.2 SINGLE TOP-PLATE SPLICE CONNECTION DETAILS <\/td>\n<\/tr>\n
380<\/td>\nCOMMENTARY FIGURE R602.3.2 SINGLE TOP-PLATE SPLICE <\/td>\n<\/tr>\n
381<\/td>\nTABLE R602.3(1) FASTENING SCHEDULE <\/td>\n<\/tr>\n
382<\/td>\nTABLE R602.3(1)\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
383<\/td>\nTABLE R602.3(1) FASTENING SCHEDULE\u2014continued <\/td>\n<\/tr>\n
384<\/td>\nTABLE R602.3(1)\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
385<\/td>\nTABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) <\/td>\n<\/tr>\n
386<\/td>\nTABLE R602.3(2)\u2014continued ALTERNATE ATTACHMENTS TO TABLE R602.3(1)
TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES
TABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHINGa <\/td>\n<\/tr>\n
387<\/td>\nTABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDSa
TABLE R602.3(6) ALTERNATE WOOD BEARING WALL STUD SIZE, HEIGHT AND SPACING <\/td>\n<\/tr>\n
388<\/td>\nFIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING <\/td>\n<\/tr>\n
389<\/td>\nFIGURE R602.3(2) FRAMING DETAILS <\/td>\n<\/tr>\n
390<\/td>\nCOMMENTARY FIGURE R602.3.3(1) TOP PLATE WITH 16-INCH STUD SPACING
COMMENTARY FIGURE R602.3.3(2) TOP PLATE WITH 24-INCH STUD SPACING
COMMENTARY FIGURE R602.3.3(3) BLOCKED TOP PLATE WITH 24-INCH STUD SPACI <\/td>\n<\/tr>\n
393<\/td>\nFIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS <\/td>\n<\/tr>\n
394<\/td>\nFIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS
FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING <\/td>\n<\/tr>\n
396<\/td>\nTABLE R602.7(1) GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-firb and required number of jack studs) <\/td>\n<\/tr>\n
397<\/td>\nTABLE R602.7(1)\u2014continued GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-firb and required number of jack studs) <\/td>\n<\/tr>\n
398<\/td>\nTABLE R602.7(2) GIRDER SPANSa AND HEADER SPANSa FOR INTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb and required number of jack studs)
TABLE R602.7(3) GIRDER AND HEADER SPANSa FOR OPEN PORCHES (Maximum span for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-firb) <\/td>\n<\/tr>\n
399<\/td>\nCOMMENTARY FIGURE R602.7 HEADER DETAIL
FIGURE R602.7.1(1) SINGLE-MEMBER HEADER IN EXTERIOR BEARING WALL
FIGURE R602.7.1(2) ALTERNATIVE SINGLE-MEMBER HEADER WITHOUT CRIPPLE <\/td>\n<\/tr>\n
400<\/td>\nFIGURE R602.7.2 RIM BOARD HEADER CONSTRUCTION <\/td>\n<\/tr>\n
401<\/td>\nTABLE R602.7.3 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa
FIGURE R602.7.3 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION <\/td>\n<\/tr>\n
402<\/td>\nTABLE R602.7.5 MINIMUM NUMBER OF FULL-HEIGHT STUDS AT EACH END OF HEADERS IN EXTERIOR WALLSa <\/td>\n<\/tr>\n
405<\/td>\nCOMMENTARY FIGURE R602.10 CRITICAL PARTS OF THE LATERAL LOAD PATH
COMMENTARY FIGURE R602.10.1(1) WALL BRACING TERMINOLOGY <\/td>\n<\/tr>\n
406<\/td>\nCOMMENTARY FIGURE R602.10.1(2) EFFECTIVE (IMAGINARY) BRACED WALL LINES
FIGURE R602.10.1.1 BRACED WALL LINES
COMMENTARY FIGURE R602.10.1.1 COMPARISON OF 2009 AND 2015 IRC PROVISIONS FOR BRACED WALL LINE LENGTH <\/td>\n<\/tr>\n
407<\/td>\nTABLE R602.10.1.3 BRACED WALL LINE SPACING
FIGURE R602.10.1.4 ANGLED WALLS
COMMENTARY FIGURE R602.10.1.4(1) PROJECTED BRACED WALL LINE LENGTH CONTRIBUTED BY THE ANGLED WALL <\/td>\n<\/tr>\n
408<\/td>\nCOMMENTARY FIGURE R602.10.1.4(2) PROJECTED ANGLE WALL LENGTH
COMMENTARY FIGURE R602.10.1.4(3) ANGLED WALL GREATER THAN 8 FEET IN LENGTH <\/td>\n<\/tr>\n
409<\/td>\nFIGURE R602.10.2.2 LOCATION OF BRACED WALL PANELS <\/td>\n<\/tr>\n
413<\/td>\nCOMMENTARY FIGURE R602.10.3(1) BASIS FOR WIND BRACING TABLE <\/td>\n<\/tr>\n
414<\/td>\nCOMMENTARY FIGURE R602.10.3(2) EAVE-TO-RIDGE HEIGHT <\/td>\n<\/tr>\n
415<\/td>\nCOMMENTARY FIGURE R602.10.3(3) BRACED WALL LINE SPACING
COMMENTARY FIGURE R602.10.3(4) BASIS FOR SEISMIC BRACING TABLE <\/td>\n<\/tr>\n
416<\/td>\nTABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED <\/td>\n<\/tr>\n
417<\/td>\nTABLE R602.10.3(1)\u2014continued BRACING REQUIREMENTS BASED ON WIND SPEED <\/td>\n<\/tr>\n
418<\/td>\nTABLE R602.10.3(1)\u2014continued BRACING REQUIREMENTS BASED ON WIND SPEED <\/td>\n<\/tr>\n
419<\/td>\nTABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING <\/td>\n<\/tr>\n
420<\/td>\nTABLE R602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY <\/td>\n<\/tr>\n
421<\/td>\nTABLE R602.10.3(3)\u2014continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY <\/td>\n<\/tr>\n
422<\/td>\nTABLE R602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING <\/td>\n<\/tr>\n
426<\/td>\nTABLE R602.10.4 BRACING METHODS <\/td>\n<\/tr>\n
427<\/td>\nTABLE R602.10.4\u2014continued BRACING METHODS
COMMENTARY FIGURE R602.10.4.1 MIXING BRACING METHODS <\/td>\n<\/tr>\n
429<\/td>\nFIGURE R602.10.5 BRACED WALL PANELS WITH CONTINUOUS SHEATHING <\/td>\n<\/tr>\n
430<\/td>\nTABLE R602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS <\/td>\n<\/tr>\n
431<\/td>\nTABLE R602.10.5.2 PARTIAL CREDIT FOR BRACED WALL PANELS LESS THAN 48 INCHES IN ACTUAL LENGTH <\/td>\n<\/tr>\n
432<\/td>\nTABLE R602.10.6.1 MINIMUM HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS
FIGURE R602.10.6.1 METHOD ABW\u2014ALTERNATE BRACED WALL PANEL <\/td>\n<\/tr>\n
433<\/td>\nFIGURE R602.10.6.2 METHOD PFH\u2014PORTAL FRAME WITH HOLD-DOWNS <\/td>\n<\/tr>\n
434<\/td>\nFIGURE R602.10.6.3 METHOD PFG\u2014PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C <\/td>\n<\/tr>\n
436<\/td>\nFIGURE R602.10.6.4 METHOD CS-PF\u2014CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION <\/td>\n<\/tr>\n
437<\/td>\nTABLE R602.10.6.4 TENSION STRAP CAPACITY FOR RESISTING WIND PRESSURES PERPENDICULAR TO METHODS PFH, PFG AND CS-PF BRACED WALL PANELSa <\/td>\n<\/tr>\n
438<\/td>\nTABLE R602.10.6.5 METHOD BV-WSP WALL BRACING REQUIREMENTS <\/td>\n<\/tr>\n
439<\/td>\nFIGURE R602.10.6.5 METHOD BV-WSP\u2014WALL BRACING FOR DWELLINGS WITH STONE AND MASONRY VENEER IN SEISMIC DESIGN CATEGORIES D0, D1 and D2 <\/td>\n<\/tr>\n
440<\/td>\nFIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING <\/td>\n<\/tr>\n
441<\/td>\nFIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR\/CEILING FRAMING <\/td>\n<\/tr>\n
442<\/td>\nFIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR\/CEILING FRAMING <\/td>\n<\/tr>\n
443<\/td>\nCOMMENTARY FIGURE R602.10.8.2(1) CONNECTION AND BLOCKING BETWEEN BRACED WALL PANELS AND ROOF FRAMING
COMMENTARY FIGURE R602.10.8.2(2) DISTANCE FROM TOP PLATE TO BOTTOM OF ROOF SHEATHING FOR PROVIDING CONNECTION REQUIREMENTS AND BLOCKING PER COMMENTARY FIGURE R602.10.8.2(1) <\/td>\n<\/tr>\n
444<\/td>\nFIGURE R602.10.8.2 (1) BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS
FIGURE R602.10.8.2(2) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES <\/td>\n<\/tr>\n
445<\/td>\nFIGURE R602.10.8.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES <\/td>\n<\/tr>\n
446<\/td>\nFIGURE R602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS <\/td>\n<\/tr>\n
448<\/td>\nCOMMENTARY FIGURE R602.11.2(1) CRIPPLE WALL TOP PLATE EXTENDED 4 FEET OVER THE FOUNDATION <\/td>\n<\/tr>\n
449<\/td>\nFIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION <\/td>\n<\/tr>\n
450<\/td>\nFIGURE R602.12.1 RECTANGLE CIRCUMSCRIBING AN ENCLOSED BUILDING <\/td>\n<\/tr>\n
451<\/td>\nCOMMENTARY FIGURE R602.12.3 AVAILABLE BRACING METHODS FOR SIMPLIFIED WALL BRACING <\/td>\n<\/tr>\n
452<\/td>\nTABLE R602.12.4 MINIMUM NUMBER OF BRACING UNITS ON EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE <\/td>\n<\/tr>\n
453<\/td>\nFIGURE R602.12.5 BRACING UNIT DISTRIBUTION
SECTION R603 COLD-FORMED STEEL WALL FRAMING <\/td>\n<\/tr>\n
454<\/td>\nFIGURE R603.1.2 IN-LINE FRAMING <\/td>\n<\/tr>\n
455<\/td>\nFIGURE R603.2.3(1) C-SHAPED SECTION
FIGURE R603.2.3(2) TRACK SECTION
TABLE R603.2.3 LOAD-BEARING COLD-FORMED STEEL STUD SIZES AND THICKNESSES <\/td>\n<\/tr>\n
456<\/td>\nFIGURE R603.2.6.1 WALL STUD WEB HOLES <\/td>\n<\/tr>\n
457<\/td>\nFIGURE R603.2.6.3 WALL STUD WEB HOLE PATCH <\/td>\n<\/tr>\n
458<\/td>\nTABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa, b <\/td>\n<\/tr>\n
459<\/td>\nTABLE 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
460<\/td>\nFIGURE R603.3.1(1) WALL TO FLOOR CONNECTION
FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION <\/td>\n<\/tr>\n
461<\/td>\nFIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION
FIGURE R603.3.1(4) WIND UPLIFT CONNECTOR <\/td>\n<\/tr>\n
462<\/td>\nTABLE R603.3.2(1) WALL FASTENING SCHEDULE <\/td>\n<\/tr>\n
463<\/td>\nTABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY <\/td>\n<\/tr>\n
464<\/td>\nTABLE R603.3.2(3) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY <\/td>\n<\/tr>\n
465<\/td>\nTABLE R603.3.2(4) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY <\/td>\n<\/tr>\n
466<\/td>\nTABLE R603.3.2(5) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY <\/td>\n<\/tr>\n
467<\/td>\nTABLE R603.3.2(6) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY <\/td>\n<\/tr>\n
468<\/td>\nTABLE R603.3.2(7) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING <\/td>\n<\/tr>\n
469<\/td>\nTABLE R603.3.2(8) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING <\/td>\n<\/tr>\n
470<\/td>\nTABLE R603.3.2(9) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING <\/td>\n<\/tr>\n
471<\/td>\nTABLE R603.3.2(10) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING <\/td>\n<\/tr>\n
472<\/td>\nTABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING <\/td>\n<\/tr>\n
473<\/td>\nTABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING <\/td>\n<\/tr>\n
474<\/td>\nTABLE R603.3.2(13) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING <\/td>\n<\/tr>\n
475<\/td>\nTABLE R603.3.2(14) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING <\/td>\n<\/tr>\n
476<\/td>\nTABLE R603.3.2(15) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING <\/td>\n<\/tr>\n
477<\/td>\nTABLE R603.3.2(16) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING <\/td>\n<\/tr>\n
478<\/td>\nTABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHT <\/td>\n<\/tr>\n
479<\/td>\nTABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHT <\/td>\n<\/tr>\n
480<\/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
481<\/td>\nFIGURE R603.3.5 TRACK SPLICE <\/td>\n<\/tr>\n
482<\/td>\nFIGURE R603.4 CORNER FRAMING
FIGURE R603.6(1) BOX BEAM HEADER <\/td>\n<\/tr>\n
483<\/td>\nFIGURE R603.6(2) BACK-TO-BACK HEADER
TABLE R603.6(1) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Onlya, b, d <\/td>\n<\/tr>\n
484<\/td>\nTABLE R603.6(2) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Onlya, b, d <\/td>\n<\/tr>\n
485<\/td>\nTABLE R603.6(3) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceilinga, b, d <\/td>\n<\/tr>\n
486<\/td>\nTABLE R603.6(4) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceilinga, b, d <\/td>\n<\/tr>\n
487<\/td>\nTABLE R603.6(5) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceilinga, b, d <\/td>\n<\/tr>\n
488<\/td>\nTABLE R603.6(6) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceilinga, b, d <\/td>\n<\/tr>\n
489<\/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
490<\/td>\nFIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN
TABLE R603.7(1) TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING
TABLE R603.7(2) HEADER TO KING STUD CONNECTION REQUIREMENTS <\/td>\n<\/tr>\n
491<\/td>\nTABLE R603.8 HEAD AND SILL TRACK SPAN <\/td>\n<\/tr>\n
492<\/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
493<\/td>\nFIGURE R603.9.4.2 CORNER STUD HOLD-DOWN DETAIL <\/td>\n<\/tr>\n
494<\/td>\nTABLE R603.9.5(1) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 33-MIL COLD-FORMED STEEL FRAMING AND 6-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING <\/td>\n<\/tr>\n
495<\/td>\nTABLE R603.9.5(2) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 43-MIL COLD-FORMED STEEL FRAMING AND 6-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING <\/td>\n<\/tr>\n
496<\/td>\nTABLE R603.9.5(3) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 33-MIL COLD-FORMED STEEL FRAMING AND 4-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING <\/td>\n<\/tr>\n
497<\/td>\nTABLE R603.9.5(4) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 43-MIL COLD-FORMED STEEL FRAMING AND 4-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING
SECTION R604 WOOD STRUCTURAL PANELS
SECTION R605 PARTICLEBOARD <\/td>\n<\/tr>\n
498<\/td>\nSECTION R606 GENERAL MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
502<\/td>\nTABLE R606.2.8 MORTAR PROPORTIONS <\/td>\n<\/tr>\n
503<\/td>\nTABLE R606.2.12 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
504<\/td>\nCOMMENTARY FIGURE R606.3.4 REINFORCING STEEL CLEARANCES
TABLE R606.3.4.1 MINIMUM CORROSION PROTECTION <\/td>\n<\/tr>\n
505<\/td>\nCOMMENTARY FIGURE R606.3.5 GROUTED SINGLE- AND MULTIPLE-WYTHE MASONRY <\/td>\n<\/tr>\n
506<\/td>\nCOMMENTARY FIGURE R606.3.5.1 GROUT PLACEMENT FOR GROUTED MULTIPLE-WYTHE MASONRY
TABLE R606.3.5.1 GROUT SPACE DIMENSIONS AND POUR HEIGHTS <\/td>\n<\/tr>\n
507<\/td>\nCOMMENTARY FIGURE R606.3.5.2 REINFORCED HOLLOW UNIT MASONRY CLEANOUTS <\/td>\n<\/tr>\n
508<\/td>\nCOMMENTARY FIGURE R606.3.5.3(1) REINFORCEMENT PLACEMENT LIMITATIONS
COMMENTARY FIGURE R606.3.5.3(2) REINFORCED HOLLOW UNIT MASONRY VERTICAL CELL ALIGNMENT <\/td>\n<\/tr>\n
509<\/td>\nCOMMENTARY FIGURE R606.3.5.3(3) MASONRY REINFORCING STEEL ALIGNMENT
COMMENTARY FIGURE R606.3.5.3(4) MASONRY REINFORCING STEEL ALIGNMENT
COMMENTARY FIGURE R606.3.5.3(5) REINFORCEMENT PLACEMENT LIMITATIONS <\/td>\n<\/tr>\n
510<\/td>\nCOMMENTARY FIGURE R606.3.7.2(1) MINIMUM HORIZONTAL JOINT REINFORCEMENT FOR STACK-BOND MASONRY
COMMENTARY FIGURE R606.3.7.2(2) HORIZONTAL JOINT REINFORCEMENT\u2014LADDER AND TRUSS TYPES <\/td>\n<\/tr>\n
511<\/td>\nCOMMENTARY FIGURE R606.4.1 MINIMUM THICKNESS\u2014MASONRY BEARING AND EXTERIOR WALLS FOR A ONE-STORY DWELLING <\/td>\n<\/tr>\n
512<\/td>\nCOMMENTARY FIGURE R606.5.2(1) MASONRY CORBELING LIMITATIONS PER COURSE
COMMENTARY FIGURE R606.5.2(2) MASONRY CORBELING LIMITATIONS PER COURSE <\/td>\n<\/tr>\n
513<\/td>\nCOMMENTARY FIGURE R606.6.2(1) MASONRY CORBELING LIMITATIONS PER COURSE\u2033 \u2033
COMMENTARY FIGURE R606.6.3 BEAM OR GIRDER BEARING ON MASONRY <\/td>\n<\/tr>\n
514<\/td>\nCOMMENTARY FIGURE R606.6.3.1 JOIST-BEARING MINIMUMS
COMMENTARY FIGURE R606.6.4 BUILDING ELEMENTS PROVIDING LATERAL SUPPORT TO WALLS <\/td>\n<\/tr>\n
515<\/td>\nTABLE R606.6.4 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS
COMMENTARY FIGURE R606.6.4.1.2 INTERSECTING MASONRY WALLS <\/td>\n<\/tr>\n
516<\/td>\nCOMMENTARY FIGURE R606.6.4.2.1(1) ANCHORAGE OF ROOF STRUCTURES
COMMENTARY FIGURE R606.6.4.2.1(2) ANCHORAGE OF ROOF STRUCTURES <\/td>\n<\/tr>\n
517<\/td>\nTABLE R606.9 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
518<\/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
519<\/td>\nFIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C <\/td>\n<\/tr>\n
520<\/td>\nFIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1 OR D2 <\/td>\n<\/tr>\n
521<\/td>\nTABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES <\/td>\n<\/tr>\n
523<\/td>\nTABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDINGS ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1 <\/td>\n<\/tr>\n
524<\/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
COMMENTARY FIGURE R606.13.1.1 BONDING WITH SOLID UNIT MASONRY <\/td>\n<\/tr>\n
525<\/td>\nCOMMENTARY FIGURE R606.13.1.2 BONDING WITH HOLLOW UNIT MASONRY
COMMENTARY FIGURE R606.13.2.1(1) MASONRY BONDING\u2014METAL TIES <\/td>\n<\/tr>\n
526<\/td>\nCOMMENTARY FIGURE R606.13.2.1(2) BONDING AROUND OPENING IN MASONRY WALLS
COMMENTARY FIGURE R606.13.2.2 BONDING WITH ADJUSTABLE WALL TIES <\/td>\n<\/tr>\n
527<\/td>\nCOMMENTARY FIGURE R606.13.2.3 BONDING WITH PREFABRICATED JOINT REINFORCEMENT <\/td>\n<\/tr>\n
528<\/td>\nSECTION R607 GLASS UNIT MASONRY
FIGURE R607.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE <\/td>\n<\/tr>\n
529<\/td>\nCOMMENTARY FIGURE R607.5.2.1 GLASS UNIT MASONRY <\/td>\n<\/tr>\n
530<\/td>\nSECTION R608 EXTERIOR CONCRETE WALL CONSTRUCTION <\/td>\n<\/tr>\n
531<\/td>\nCOMMENTARY FIGURE R608.2 ICF APPLICABILITY LIMITS <\/td>\n<\/tr>\n
532<\/td>\nFIGURE R608.3(1) FLAT WALL SYSTEM
TABLE R608.3 DIMENSIONAL REQUIREMENTS FOR WALLSa <\/td>\n<\/tr>\n
533<\/td>\nFIGURE R608.3(2) WAFFLE-GRID WALL SYSTEM
FIGURE R608.3(3) SCREEN-GRID WALL SYSTEM <\/td>\n<\/tr>\n
536<\/td>\nTABLE R608.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS
FIGURE R608.5.4(1) LAP SPLICES <\/td>\n<\/tr>\n
537<\/td>\nFIGURE R608.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION
FIGURE R608.5.4(3) STANDARD HOOKS <\/td>\n<\/tr>\n
538<\/td>\nTABLE R608.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND ALTERNATIVE GRADE OF STEEL <\/td>\n<\/tr>\n
541<\/td>\nFIGURE R608.6(1) ABOVE-GRADE CONCRETE WALL CONSTRUCTION ONE STORY
FIGURE R608.6(2) ABOVE-GRADE CONCRETE WALL CONSTRUCTION CONCRETE FIRST STORY AND LIGHT-FRAMED SECOND STORY
FIGURE R608.6(3) ABOVE-GRADE CONCRETE WALL CONSTRUCTION TWO-STORY
FIGURE R608.6(4) ABOVE-GRADE CONCRETE WALL SUPPORTED ON MONOLITHIC SLAB-ON-GROUND FOOTING <\/td>\n<\/tr>\n
542<\/td>\nTABLE R608.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
543<\/td>\nTABLE R608.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
544<\/td>\nTABLE R608.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
545<\/td>\nTABLE R608.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS <\/td>\n<\/tr>\n
548<\/td>\nEQUATION R6-1
EQUATION R6-2 <\/td>\n<\/tr>\n
549<\/td>\nCOMMENTARY FIGURE R608.7.1.1 VELOCITY PRESSURES <\/td>\n<\/tr>\n
550<\/td>\nTABLE R608.7(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
551<\/td>\nTABLE R608.7(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
552<\/td>\nTABLE R608.7(1B) 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
553<\/td>\nTABLE R608.7(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
554<\/td>\nTABLE R608.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE <\/td>\n<\/tr>\n
555<\/td>\nTABLE R608.7(1C)\u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE <\/td>\n<\/tr>\n
556<\/td>\nTABLE R608.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEET
TABLE R608.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEETa <\/td>\n<\/tr>\n
557<\/td>\nTABLE R608.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLS <\/td>\n<\/tr>\n
558<\/td>\nFIGURE R608.7(1) MINIMUM SOLID WALL LENGTH <\/td>\n<\/tr>\n
559<\/td>\nFIGURE R608.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL <\/td>\n<\/tr>\n
560<\/td>\nFIGURE R608.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS <\/td>\n<\/tr>\n
562<\/td>\nCOMMENTARY FIGURE R608.8.2 APPLICABLE REQUIREMENTS FOR LINTELS <\/td>\n<\/tr>\n
563<\/td>\nFIGURE R608.8(1) REINFORCEMENT OF OPENINGS
FIGURE R608.8(2) LINTEL FOR FLAT WALLS <\/td>\n<\/tr>\n
564<\/td>\nFIGURE R608.8(3) LINTELS FOR WAFFLE-GRID WALLS <\/td>\n<\/tr>\n
565<\/td>\nFIGURE R608.8(4) LINTELS FOR SCREEN-GRID WALLS <\/td>\n<\/tr>\n
566<\/td>\nTABLE R608.8(1) LINTEL DESIGN LOADING CONDITIONS <\/td>\n<\/tr>\n
567<\/td>\nTABLE R608.8(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
568<\/td>\nTABLE R608.8(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
569<\/td>\nTABLE R608.8(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
570<\/td>\nTABLE R608.8(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
571<\/td>\nTABLE R608.8(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
572<\/td>\nTABLE R608.8(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
573<\/td>\nTABLE R608.8(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
574<\/td>\nTABLE R608.8(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
575<\/td>\nTABLE R608.8(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
576<\/td>\nTABLE R608.8(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
577<\/td>\nTABLE R608.8(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
578<\/td>\nTABLE R608.8(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
579<\/td>\nTABLE R608.8(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
580<\/td>\nTABLE R608.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS <\/td>\n<\/tr>\n
581<\/td>\nTABLE R608.8(9)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS
TABLE R608.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN-GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS <\/td>\n<\/tr>\n
584<\/td>\nFIGURE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
585<\/td>\nFIGURE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
586<\/td>\nFIGURE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING, PERPENDICULAR <\/td>\n<\/tr>\n
587<\/td>\nFIGURE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
588<\/td>\nFIGURE R608.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
589<\/td>\nFIGURE R608.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
590<\/td>\nFIGURE R608.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
591<\/td>\nFIGURE R608.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
592<\/td>\nFIGURE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
593<\/td>\nFIGURE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
594<\/td>\nFIGURE R608.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
595<\/td>\nFIGURE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
596<\/td>\nTABLE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
TABLE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
597<\/td>\nTABLE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
TABLE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
598<\/td>\nTABLE R608.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
TABLE R608.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
599<\/td>\nTABLE R608.9(7} COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
TABLE R608.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
600<\/td>\nTABLE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
TABLE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
601<\/td>\nTABLE R608.9(11) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
TABLE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
603<\/td>\nSECTION R609 EXTERIOR WINDOWS AND DOORS <\/td>\n<\/tr>\n
605<\/td>\nFIGURE R609.7.2(1) THROUGH THE FRAME <\/td>\n<\/tr>\n
606<\/td>\nFIGURE R609.7.2(2) FRAME CLIP
FIGURE R609.7.2(3) THROUGH THE FRAME
FIGURE R609.7.2(4) FRAME CLIP
FIGURE R609.7.2(5) THROUGH THE FLANGE <\/td>\n<\/tr>\n
607<\/td>\nFIGURE R609.7.2(6) THROUGH THE FLANGE
FIGURE R609.7.2(7) FRAME CLIP
FIGURE R609.7.2(8) THROUGH THE FLANGE
SECTION R610 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION <\/td>\n<\/tr>\n
608<\/td>\nFIGURE R610.4 SIP WALL PANEL <\/td>\n<\/tr>\n
610<\/td>\nTABLE R610.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY (inches) <\/td>\n<\/tr>\n
611<\/td>\nTABLE R610.5(2) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF ONLY (inches) <\/td>\n<\/tr>\n
612<\/td>\nFIGURE R610.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
FIGURE R610.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS <\/td>\n<\/tr>\n
613<\/td>\nFIGURE R610.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION
FIGURE R610.5(4) SIP WALL-TO-WALL PLATFORM FRAME CONNECTION <\/td>\n<\/tr>\n
614<\/td>\nFIGURE R610.5(5) SIP WALL-TO-WALL HANGING FLOOR FRAME CONNECTION (I-Joist floor shown for Illustration only)
FIGURE R610.5.1 SIP WALL FRAMING CONFIGURATION <\/td>\n<\/tr>\n
615<\/td>\nFIGURE R610.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT
FIGURE R610.5.4 SIP CORNER FRAMING DETAIL <\/td>\n<\/tr>\n
616<\/td>\nFIGURE R610.8 TYPICAL SIP WALL PANEL-TO-PANEL CONNECTION DETAILS
TABLE R610.8 MAXIMUM SPANS FOR 11 7\/8-INCH OR DEEPER SIP HEADERS (feet) <\/td>\n<\/tr>\n
617<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
620<\/td>\nCHAPTER 7: WALL COVERING
GENERAL COMMENTS
PURPOSE
SECTION R701 GENERAL
SECTION R702 INTERIOR COVERING <\/td>\n<\/tr>\n
621<\/td>\nCOMMENTARY FIGURE R701.2(1) PLASTER WALL COVERING\u2014APPLICABLE TERMS <\/td>\n<\/tr>\n
622<\/td>\nCOMMENTARY FIGURE R701.2(2) GYPSUM APPLICATION\u2014APPLICABLE TERMS
TABLE R702.1(1) THICKNESS OF PLASTER <\/td>\n<\/tr>\n
623<\/td>\nTABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa
TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME <\/td>\n<\/tr>\n
624<\/td>\nCOMMENTARY FIGURE R702.2(1) INTERIOR PLASTERING SYSTEM
COMMENTARY FIGURE R702.2(2) VENEER PLASTER SYSTEM <\/td>\n<\/tr>\n
627<\/td>\nTABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS <\/td>\n<\/tr>\n
628<\/td>\nCOMMENTARY FIGURE R702.3.5(1) GYPSUM BOARD APPLICATION
COMMENTARY FIGURE R702.3.5(2) GYPSUM BOARD\u2014SINGLE-NAILING APPLICATION
COMMENTARY FIGURE R702.3.5(3) GYPSUM BOARD\u2014DOUBLE-NAILING APPLICATION <\/td>\n<\/tr>\n
629<\/td>\nTABLE R702.3.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
COMMENTARY FIGURE R702.3.6(1) HORIZONTAL GYPSUM BOARD CEILING DIAPHRAGM CONSTRUCTION
COMMENTARY FIGURE R702.3.6(2) PERIMETER BLOCKING <\/td>\n<\/tr>\n
630<\/td>\nCOMMENTARY FIGURE R702.4.1 INTERIOR WALL TILE INSTALLATION <\/td>\n<\/tr>\n
631<\/td>\nTABLE R702.4.2 BACKER BOARD MATERIALS
COMMENTARY FIGURE R702.4.2 EXAMPLE OF WALL TILE INSTALLATION IN TUB AND SHOWER AREA <\/td>\n<\/tr>\n
632<\/td>\nCOMMENTARY FIGURE R702.7 TYPICAL WOOD STUD WALL CONSTRUCTION <\/td>\n<\/tr>\n
633<\/td>\nTABLE R702.7.1 CLASS III VAPOR RETARDERS
SECTION R703 EXTERIOR COVERING <\/td>\n<\/tr>\n
635<\/td>\nTABLE R703.3(2) SCREW FASTENER SUBSTITUTION FOR SIDING ATTACHMENT TO COLD-FORMED STEEL LIGHT FRAME CONSTRUCTION <\/td>\n<\/tr>\n
636<\/td>\nTABLE R703.3(1) SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
637<\/td>\nTABLE R703.3(1)\u2014continued SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
638<\/td>\nTABLE R703.3.2 LIMITS FOR ATTACHMENT PER TABLE R703.3(1) <\/td>\n<\/tr>\n
639<\/td>\nTABLE R703.3.3 OPTIONAL SIDING ATTACHMENT SCHEDULE FOR FASTENERS WHERE NO STUD PENETRATION NECESSARY <\/td>\n<\/tr>\n
640<\/td>\nCOMMENTARY FIGURE R703.4 FLASHING EXAMPLES <\/td>\n<\/tr>\n
641<\/td>\nCOMMENTARY FIGURE R703.5.2(1) VERTICAL JOINT TREATMENT OF PANEL SIDING
COMMENTARY FIGURE R703.5.2(2) HORIZONTAL JOINT TREATMENT OF PANEL SIDING <\/td>\n<\/tr>\n
642<\/td>\nTABLE R703.6.1 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLS (Dimensions are in inches) <\/td>\n<\/tr>\n
643<\/td>\nTABLE R703.6.3(1) SINGLE-COURSE SIDEWALL FASTENERS
TABLE R703.6.3(2) DOUBLE-COURSE SIDEWALL FASTENERS <\/td>\n<\/tr>\n
644<\/td>\nCOMMENTARY FIGURE R703.7(1) EXTERIOR PLASTERING SYSTEM
COMMENTARY FIGURE R703.7(2) EXTERIOR PLASTER\u2014WOOD FRAME ON CONCRETE FLOOR SLAB <\/td>\n<\/tr>\n
645<\/td>\nCOMMENTARY FIGURE R703.7.2.1 WEEP SCREED FOR EXTERIOR PLASTER ON STUD <\/td>\n<\/tr>\n
647<\/td>\nFIGURE R703.8 TYPICAL MASONRY VENEER WALL DETAILS <\/td>\n<\/tr>\n
648<\/td>\nFIGURE R703.8\u2014continued TYPICAL MASONRY VENEER WALL DETAILSe <\/td>\n<\/tr>\n
649<\/td>\nTABLE R703.8(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C
TABLE R703.8(2) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, SEISMIC DESIGN CATEGORIES D0, D1 AND D2 <\/td>\n<\/tr>\n
650<\/td>\nFIGURE R703.8.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES <\/td>\n<\/tr>\n
651<\/td>\nFIGURE R703.8.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS <\/td>\n<\/tr>\n
652<\/td>\nTABLE R703.8.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER
TABLE R703.8.3.2 HEIGHT OF MASONRY VENEER ABOVE OPENING
FIGURE R703.8.3.2 MASONRY VENEER OPENING <\/td>\n<\/tr>\n
653<\/td>\nTABLE R703.8.4(1) TIE ATTACHMENT AND AIRSPACE REQUIREMENTS <\/td>\n<\/tr>\n
654<\/td>\nTABLE R703.8.4(2) REQUIRED BRICK TIE SPACING FOR DIRECT APPLICATION TO WOOD STRUCTURAL PANEL SHEATHING <\/td>\n<\/tr>\n
657<\/td>\nTABLE R703.11.2 ADJUSTED MINIMUM DESIGN WIND PRESSURE REQUIREMENT FOR VINYL SIDING <\/td>\n<\/tr>\n
661<\/td>\nTABLE R703.15.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
TABLE R703.15.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT <\/td>\n<\/tr>\n
662<\/td>\nTABLE R703.16.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT
TABLE R703.16.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa <\/td>\n<\/tr>\n
663<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
664<\/td>\nCHAPTER 8: ROOF-CEILING CONSTRUCTION
GENERAL COMMENTS
PURPOSE
SECTION R801 GENERAL
SECTION R802 WOOD ROOF FRAMING <\/td>\n<\/tr>\n
667<\/td>\nCOMMENTARY FIGURE R802.3 RIDGE BOARD <\/td>\n<\/tr>\n
670<\/td>\nTABLE R802.4.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
671<\/td>\nTABLE R802.4.1(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
672<\/td>\nTABLE R802.4.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
673<\/td>\nTABLE R802.4.1(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
674<\/td>\nTABLE R802.4.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
675<\/td>\nTABLE R802.4.1(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
676<\/td>\nTABLE R802.4.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
677<\/td>\nTABLE R802.4.1(4)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
678<\/td>\nTABLE R802.4.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
679<\/td>\nTABLE R802.4.1(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
680<\/td>\nTABLE R802.4.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
681<\/td>\nTABLE R802.4.1(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
682<\/td>\nTABLE R802.4.1(7) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
683<\/td>\nTABLE R802.4.1(7)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
684<\/td>\nTABLE R802.4.1(8) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
685<\/td>\nTABLE R802.4.1(8)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
686<\/td>\nCOMMENTARY FIGURE R802.4.2 RIDGE ALTERNATIVE\u2014GUSSET PLATE TIE
FIGURE R802.4.5 BRACED RAFTER CONSTRUCTION <\/td>\n<\/tr>\n
687<\/td>\nCOMMENTARY FIGURE R802.4.5 EXAMPLE OF PURLIN INSTALLATION <\/td>\n<\/tr>\n
688<\/td>\nTABLE R802.5.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
689<\/td>\nTABLE R802.5.1(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
690<\/td>\nTABLE R802.5.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
691<\/td>\nTABLE R802.5.1(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
693<\/td>\nTABLE R802.5.2 RAFTER\/CEILING JOIST HEEL JOINT CONNECTIONS <\/td>\n<\/tr>\n
694<\/td>\nCOMMENTARY FIGURE R802.5.2(1) CEILING JOIST AT SUPPORTS
COMMENTARY FIGURE R802.5.2(2) ROOF FRAMING WITH CEILING JOISTS PARALLEL TO RAFTERS <\/td>\n<\/tr>\n
695<\/td>\nCOMMENTARY FIGURE R802.5.2.1(1) LAPPED CEILING JOIST CONNECTION PROVIDING RESISTANCE TO RAFTER THRUST
COMMENTARY FIGURE R802.5.2.1(2) BUTTED CEILING JOIST CONNECTION PROVIDING RESISTANCE TO RAFTER THRUST <\/td>\n<\/tr>\n
696<\/td>\nCOMMENTARY FIGURE R802.5.2.2 ROOF FRAMING WITH CEILING JOISTS NOT PARALLEL TO RAFTERS <\/td>\n<\/tr>\n
697<\/td>\nFIGURE R802.7.1.1 RAFTER NOTCH
FIGURE R802.7.1.2 CEILING JOIST TAPER CUT <\/td>\n<\/tr>\n
700<\/td>\nSECTION R803 ROOF SHEATHING
TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING <\/td>\n<\/tr>\n
701<\/td>\nTABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION) <\/td>\n<\/tr>\n
702<\/td>\nTABLE R802.11\u2014continued RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION <\/td>\n<\/tr>\n
703<\/td>\nSECTION R804 COLD-FORMED STEEL ROOF FRAMING <\/td>\n<\/tr>\n
704<\/td>\nFIGURE R804.1.2 IN-LINE FRAMING <\/td>\n<\/tr>\n
705<\/td>\nTABLE R804.2.3 LOAD-BEARING COLD-FORMED STEEL ROOF FRAMING MEMBER SIZES AND THICKNESSES
FIGURE R804.2.3(1) C-SHAPED SECTION
FIGURE R804.2.3(2) TRACK SECTION <\/td>\n<\/tr>\n
706<\/td>\nFIGURE R804.2.6.1 ROOF FRAMING MEMBER WEB HOLES <\/td>\n<\/tr>\n
707<\/td>\nFIGURE R804.2.6.3 ROOF FRAMING MEMBER WEB HOLE PATCH <\/td>\n<\/tr>\n
708<\/td>\nFIGURE R804.3 COLD-FORMED STEEL ROOF CONSTRUCTION <\/td>\n<\/tr>\n
709<\/td>\nTABLE R804.3 ROOF FRAMING FASTENING SCHEDULEa <\/td>\n<\/tr>\n
710<\/td>\nTABLE R804.3.1.1(1) CEILING JOIST SPANS 10 PSF LIVE LOAD (NO ATTIC STORAGE) <\/td>\n<\/tr>\n
711<\/td>\nTABLE R804.3.1.1(2) CEILING JOIST SPANS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)
TABLE R804.3.1.1(3) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTIONa <\/td>\n<\/tr>\n
712<\/td>\nFIGURE R804.3.1.1 JOIST TO RAFTER CONNECTION
FIGURE R804.3.1.3(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPED, TRACK OR COLD-ROLLED CHANNEL <\/td>\n<\/tr>\n
713<\/td>\nFIGURE R804.3.1.3(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKINGC
FIGURE R804.3.1.4 SPLICED CEILING JOISTS <\/td>\n<\/tr>\n
714<\/td>\nTABLE R804.3.2.1(1) ROOF RAFTER SPANS <\/td>\n<\/tr>\n
715<\/td>\nTABLE R804.3.2.1(2) ULTIMATE DESIGN WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION <\/td>\n<\/tr>\n
716<\/td>\nFIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS <\/td>\n<\/tr>\n
717<\/td>\nFIGURE R804.3.2.4 RIDGE MEMBER CONNECTIO
TABLE R804.3.2.4 SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR ROOF RAFTER TO RIDGE MEMBER CONNECTIONa <\/td>\n<\/tr>\n
718<\/td>\nFIGURE R804.3.5(1) ROOF OR CEILING OPEN <\/td>\n<\/tr>\n
719<\/td>\nFIGURE R804.3.5(2) HEADER TO TRIMMER CONNECTION <\/td>\n<\/tr>\n
720<\/td>\nFIGURE R804.3.7.1(1) CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL
FIGURE R804.3.7.1(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL <\/td>\n<\/tr>\n
721<\/td>\nTABLE R804.3.7.1 REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FEET
SECTION R805 CEILING FINISHES
SECTION R806 ROOF VENTILATION <\/td>\n<\/tr>\n
722<\/td>\nFIGURE R804.3.7.2 ROOF BLOCKING DETAIL <\/td>\n<\/tr>\n
725<\/td>\nTABLE R806.5 INSULATION FOR CONDENSATION CONTROL
SECTION R807 ATTIC ACCESS <\/td>\n<\/tr>\n
726<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
728<\/td>\nCHAPTER 9: ROOF ASSEMBLIES
GENERAL COMMENTS
PURPOSE
SECTION R901 GENERAL
SECTION R902 FIRE CLASSIFICATION <\/td>\n<\/tr>\n
729<\/td>\nSECTION R903 WEATHER PROTECTION <\/td>\n<\/tr>\n
731<\/td>\nSECTION R904 MATERIALS
SECTION R905 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
733<\/td>\nTABLE R905.1.1(1) UNDERLAYMENT TYPES
TABLE R905.1.1(2) UNDERLAYMENT APPLICATION <\/td>\n<\/tr>\n
734<\/td>\nTABLE R905.1.1(2)\u2014continued UNDERLAYMENT APPLICATION <\/td>\n<\/tr>\n
735<\/td>\nTABLE R905.1.1(3) UNDERLAYMENT ATTACHMENT <\/td>\n<\/tr>\n
736<\/td>\nCOMMENTARY FIGURE R905.1.1 LOW-SLOPE DOUBLE-PLY UNDERLAYMENT APPLICATION <\/td>\n<\/tr>\n
737<\/td>\nCOMMENTARY FIGURE R905.1.2(1) POSSIBLE WATER DAMAGE FROM AN ICE DAM
COMMENTARY FIGURE R905.1.2(2) PROTECTIVE ICE BARRIER <\/td>\n<\/tr>\n
738<\/td>\nCOMMENTARY FIGURE R905.2.2(1) ASPHALT ROOFING SHINGLE APPLICATION HIGH SLOPE (4:12 MINIMUM)
COMMENTARY FIGURE R905.2.2(2) APPLICATION OF ASPHALT SHINGLE SLOPES BETWEEN 2:12 AND 4:12 <\/td>\n<\/tr>\n
739<\/td>\nTABLE R905.2.4.1 CLASSIFICATION OF ASPHALT ROOF SHINGLES <\/td>\n<\/tr>\n
740<\/td>\nTABLE R905.2.8.2 VALLEY LINING MATERIAL
COMMENTARY FIGURE R905.2.8.2(1) FLASHING FOR OPEN ROOF VALLEY
COMMENTARY FIGURE R905.2.8.2(2) FLASHING FOR WOVEN VALLEY <\/td>\n<\/tr>\n
741<\/td>\nCOMMENTARY FIGURE R905.2.8.3 STEP FLASHING AT SIDEWALL
COMMENTARY FIGURE R905.2.8.4 CHIMNEY FLASHING DETAIL
COMMENTARY FIGURE R905.3 ROLL AND FLAT TILE EXAMPLES <\/td>\n<\/tr>\n
742<\/td>\nTABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT <\/td>\n<\/tr>\n
743<\/td>\nCOMMENTARY FIGURE R905.3.7(1) APPLICATION OF ROLL TILE
COMMENTARY FIGURE R905.3.7(2) TILE ROOF GABLE RAKE SECTION
COMMENTARY FIGURE R905.3.7(3) TILE ROOF EAVE SECTION
COMMENTARY FIGURE R905.3.7(4) TILE ROOF RIDGE SECTION <\/td>\n<\/tr>\n
744<\/td>\nCOMMENTARY FIGURE R905.3.8(1) TILE ROOF FLASHING AT VALLEY
COMMENTARY FIGURE R905.3.8(2) TILE ROOF FLASHING AT ROOF ABUTTING CHIMNEY\/WALL
COMMENTARY FIGURE R905.3.8(3) TILE ROOF CHIMNEY FLASHING DETAIL <\/td>\n<\/tr>\n
745<\/td>\nCOMMENTARY FIGURE R905.3.8(4) TILE ROOF FLASHING FOR A VENT PIPE <\/td>\n<\/tr>\n
746<\/td>\nTABLE R905.6.5 SLATE SHINGLE HEADLAP <\/td>\n<\/tr>\n
747<\/td>\nTABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS
COMMENTARY FIGURE R905.7.4 WOOD SHINGLE GRADE DESCRIPTION AND EXAMPLE LABEL <\/td>\n<\/tr>\n
748<\/td>\nTABLE R905.7.5(1) WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
TABLE R905.7.5(2) NAIL REQUIREMENTS FOR WOOD SHAKES AND WOOD SHINGLES
COMMENTARY FIGURE R905.7.5(1) WOOD SHINGLE APPLICATION <\/td>\n<\/tr>\n
749<\/td>\nCOMMENTARY FIGURE R905.7.5(2) FASTENER PENETRATION
COMMENTARY FIGURE R905.7.6 WOOD SHINGLE VALLEY FLASHING <\/td>\n<\/tr>\n
750<\/td>\nTABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
751<\/td>\nCOMMENTARY FIGURE R905.8.6 WOOD SHAKE APPLICATION <\/td>\n<\/tr>\n
752<\/td>\nCOMMENTARY FIGURE R905.8.7 WOOD SHAKE APPLICATION ON ROOFS WITH SLOPES NOT LESS THAN 3 IN 12
TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
753<\/td>\nCOMMENTARY FIGURE R905.8.9 WOOD SHAKE DESCRIPTION AND EXAMPLE LABELS <\/td>\n<\/tr>\n
754<\/td>\nTABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
755<\/td>\nCOMMENTARY FIGURE R905.9.3(1) BUILT-UP ROOF\u2014NAILABLE DECK APPLICATION <\/td>\n<\/tr>\n
756<\/td>\nCOMMENTARY FIGURE R905.9.3(2) BUILT-UP ROOF\u2014APPLICATION TO NONNAILABLE DECK BY SPOT MOPPING
COMMENTARY FIGURE R905.9.3(3) BUILT-UP APPLICATION TO NONNAILABLE DECK SOLID MOPPING <\/td>\n<\/tr>\n
757<\/td>\nTABLE R905.10.3(1) METAL ROOF COVERING STANDARDS <\/td>\n<\/tr>\n
758<\/td>\nTABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE
TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
760<\/td>\nTABLE R905.14.3 PROTECTIVE COATING MATERIAL STANDARDS <\/td>\n<\/tr>\n
761<\/td>\nSECTION R906 ROOF INSULATION <\/td>\n<\/tr>\n
762<\/td>\nTABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION R907 ROOFTOP-MOUNTED PHOTOVOLTAIC PANEL SYSTEMS
SECTION R908 REROOFING <\/td>\n<\/tr>\n
764<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
766<\/td>\nCHAPTER 10: CHIMNEYS AND FIREPLACES
GENERAL COMMENTS
PURPOSE
SECTION R1001 MASONRY FIREPLACES <\/td>\n<\/tr>\n
767<\/td>\nTABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS <\/td>\n<\/tr>\n
768<\/td>\nFIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS <\/td>\n<\/tr>\n
771<\/td>\nCOMMENTARY FIGURE R1001.6(1) SECTION THROUGH FIREPLACE
COMMENTARY FIGURE R1001.6(2) RUMFORD FIREPLACE <\/td>\n<\/tr>\n
773<\/td>\nFIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES
SECTION R1002 MASONRY HEATERS <\/td>\n<\/tr>\n
774<\/td>\nSECTION R1003 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
775<\/td>\nCOMMENTARY FIGURE R1003.2 TYPICAL MASONRY CHIMNEY <\/td>\n<\/tr>\n
776<\/td>\nCOMMENTARY FIGURE R1003.5(1) INDIVIDUAL CORBELS
COMMENTARY FIGURE R1003.5(2) CORBELING FROM FOUNDATION WALL <\/td>\n<\/tr>\n
779<\/td>\nCOMMENTARY FIGURE R1003.12 MULTIPLE FLUES <\/td>\n<\/tr>\n
780<\/td>\nTABLE R1003.14(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES
TABLE R1003.14(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES <\/td>\n<\/tr>\n
781<\/td>\nCOMMENTARY FIGURE R1003.15.1 MULTIPLE FLUES <\/td>\n<\/tr>\n
782<\/td>\nFIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
783<\/td>\nTABLE R1003.20 CRICKET DIMENSIONS
COMMENTARY FIGURE R1003.16 CHIMNEY WITH INLET\u2014MINIMUM CLEARANCES TO COMBUSTIBLE FIRESTOPPING
FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES <\/td>\n<\/tr>\n
784<\/td>\nFIGURE R1003.20 CHIMNEY CRICKET
SECTION R1004 FACTORY-BUILT FIREPLACES <\/td>\n<\/tr>\n
785<\/td>\nSECTION R1005 FACTORY-BUILT CHIMNEYS <\/td>\n<\/tr>\n
786<\/td>\nCOMMENTARY FIGURE R1005.6 EXAMPLE OF FACTORY-BUILT FIREPLACE AND CHIMNEY
SECTION R1006 EXTERIOR AIR SUPPLY <\/td>\n<\/tr>\n
787<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
790<\/td>\nPART IV\u2014ENERGY CONSERVATION
CHAPTER 11 [RE]: ENERGY EFFICIENCY
GENERAL COMMENTS
PURPOSE
SECTION N1101 GENERAL <\/td>\n<\/tr>\n
794<\/td>\nCOMMENTARY FIGURE N1101.6 BASEMENT WALLS <\/td>\n<\/tr>\n
805<\/td>\nFIGURE N1101.7 (R301.1) CLIMATE ZONES <\/td>\n<\/tr>\n
806<\/td>\nTABLE N1101.7 (R301.1) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
807<\/td>\nTABLE N1101.7 (R301.1)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
808<\/td>\nTABLE N1101.7 (R301.1)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
809<\/td>\nTABLE N1101.7 (R301.1)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
810<\/td>\nTABLE N1101.7 (R301.1)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
811<\/td>\nTABLE N1101.7 (R301.1)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
812<\/td>\nTABLE N1101.7 (R301.1)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
813<\/td>\nTABLE N1101.7 (R301.1)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
814<\/td>\nTABLE N1101.7 (R301.1)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
815<\/td>\nTABLE N1101.7 (R301.1)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
816<\/td>\nTABLE N1101.7 (R301.1)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
817<\/td>\nTABLE N1101.7 (R301.1)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
818<\/td>\nTABLE N1101.7 (R301.1)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
TABLE N1101.7.2(1) [R302.3(1)] INTERNATIONAL CLIMATE ZONE DEFINITIONS <\/td>\n<\/tr>\n
819<\/td>\nTABLE N1101.7.2(2) [R301.3(2)] INTERNATIONAL CLIMATE ZONE DEFINITIONS <\/td>\n<\/tr>\n
820<\/td>\nCOMMETARY FIGURE N1101.7.2 CLIMATE ZONE DEFINITIONS <\/td>\n<\/tr>\n
822<\/td>\nCOMMENTARY FIGURE N1101.10.1 SAMPLE CERTIFICATE OF INSULATION <\/td>\n<\/tr>\n
824<\/td>\nCOMMENTARY FIGURE N1101.10.3(1) SAMPLE NATIONAL FENESTRATION RATING COUNCIL (NFRC) LABEL <\/td>\n<\/tr>\n
825<\/td>\nTABLE N1101.10.3(1) [R303.1.3(1)] DEFAULT GLAZED WINDOW, GLASS DOOR AND SKYLIGHT U-FACTORS
TABLE N1101.10.3(2) [R303.1.3(2)] DEFAULT OPAQUE DOOR U-FACTORS
TABLE N1101.10.3(3) [R303.1.3(3)] DEFAULT GLAZED FENESTRATION SHGC AND VT
COMMENTARY FIGURE N1101.10.3(2) VISUALLY VERIFIABLE WINDOW CHARACTERISTICS <\/td>\n<\/tr>\n
829<\/td>\nCOMMENTARY FIGURE N1101.14 CERTIFICATE
SECTION N1102 (R402) BUILDING THERMAL ENVELOPE <\/td>\n<\/tr>\n
830<\/td>\nCOMMENTARY FIGURE N1102.1(1) CONDITIONED ENVELOPE <\/td>\n<\/tr>\n
831<\/td>\nCOMMENTARY FIGURE N1102.1(2) BUILDING ENVELOPE <\/td>\n<\/tr>\n
832<\/td>\nTABLE N1102.1.2 (R402.1.2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa <\/td>\n<\/tr>\n
835<\/td>\nTABLE N1102.1.4 (R402.1.4) EQUIVALENT U-FACTORSa
COMMENTARY FIGURE N1102.1.4(1) EXAMPLE OF U-FACTOR CALCULATION
COMMENTARY FIGURE N1102.1.4(2) EXAMPLE OF U-FACTOR ALTERNATIVE <\/td>\n<\/tr>\n
838<\/td>\nCOMMENTARY FIGURE N1102.2.1(1) TYPICAL ROOF ASSEMBLY <\/td>\n<\/tr>\n
839<\/td>\nCOMMENTARY FIGURE N1102.2.1(2) RAISED-HEEL TRUSS <\/td>\n<\/tr>\n
841<\/td>\nCOMMENTARY FIGURE N1102.2.5(1) EXTERIOR INSULATION
COMMENTARY FIGURE N1102.2.5(2) INTERIOR INSULATION <\/td>\n<\/tr>\n
842<\/td>\nTABLE N1102.2.6 (R402.2.6) STEEL-FRAME CEILING, WALL AND FLOOR INSULATION R-VALUES <\/td>\n<\/tr>\n
843<\/td>\nCOMMENTARY FIGURE N1102.2.8 SLAB INSULATION METHODS <\/td>\n<\/tr>\n
844<\/td>\nCOMMENTARY FIGURE N1102.2.9(1) WALK-OUT BASEMENT
COMMENTARY FIGURE N1102.2.9(2) EXTERIOR BASEMENT INSULATION <\/td>\n<\/tr>\n
846<\/td>\nCOMMENTARY FIGURE N1102.2.11 CRAWL SPACE WALL INSULATION <\/td>\n<\/tr>\n
849<\/td>\nCOMMENTARY FIGURE N1102.4 TYPICAL SOURCES OF AIR LEAKAGE <\/td>\n<\/tr>\n
851<\/td>\nTABLE N1102.4.1.1 (R402.4.1.1) AIR BARRIER AND INSULATION INSTALLATIONa <\/td>\n<\/tr>\n
853<\/td>\nCOMMENTARY FIGURE N1102.4.5 IC-RATED RECESSED LIGHT
SECTION N1103 (R403) SYSTEMS <\/td>\n<\/tr>\n
858<\/td>\nTABLE N1103.6.1 (R403.6.1) WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACYa <\/td>\n<\/tr>\n
860<\/td>\nSECTION N1104 (R404) ELECTRICAL POWER AND LIGHTING SYSTEMS (MANDATORY)
SECTION N1105 (R405) SIMULATED PERFORMANCE ALTERNATIVE (PERFORMANCE) <\/td>\n<\/tr>\n
868<\/td>\nTABLE N1105.5.2(1) [R405.5.2(1)] SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS <\/td>\n<\/tr>\n
869<\/td>\nTABLE N1105.5.2(1) [R405.5.2(1)]\u2014continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS <\/td>\n<\/tr>\n
870<\/td>\nTABLE N1105.5.2(1) [R405.5.2(1)]\u2014continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS
TABLE N1105.5.2(2) [R405.5.2(2)] DEFAULT DISTRIBUTION SYSTEM EFFICIENCIES FOR PROPOSED DESIGNSa <\/td>\n<\/tr>\n
871<\/td>\nSECTION N1106 (R406) ENERGY RATING INDEX COMPLIANCE ALTERNATIVE <\/td>\n<\/tr>\n
872<\/td>\nEQUATION 11-1
TABLE N1106.4 (R406.4) MAXIMUM ENERGY RATING INDEX <\/td>\n<\/tr>\n
874<\/td>\nSECTION N1107 (R501) EXISTING BUILDINGS\u2014GENERAL <\/td>\n<\/tr>\n
875<\/td>\nSECTION N1108 (R502) ADDITIONS <\/td>\n<\/tr>\n
876<\/td>\nSECTION N1109 (R503) ALTERATIONS <\/td>\n<\/tr>\n
878<\/td>\nSECTION N1110 (R504) REPAIRS
SECTION N1111 (R505) CHANGE OF OCCUPANCY OR USE <\/td>\n<\/tr>\n
879<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
880<\/td>\nINDEX <\/td>\n<\/tr>\n
898<\/td>\nICC MEMBERSHIP <\/td>\n<\/tr>\n
899<\/td>\nICC’S DIGITAL LIBRARY <\/td>\n<\/tr>\n
900<\/td>\nICC ASSESSMENT CENTER <\/td>\n<\/tr>\n
901<\/td>\nVALUABLE GUIDES TO CHANGES IN THE 2018 I-CODES\u00ae <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

International Residential Code and Commentary, Volume 1<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ICC<\/b><\/a><\/td>\n2018<\/td>\n901<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":189168,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-189165","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-icc","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\/189165","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\/189168"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=189165"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=189165"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=189165"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}