{"id":88350,"date":"2024-10-18T06:53:25","date_gmt":"2024-10-18T06:53:25","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-irc-commentary-volume1-2012\/"},"modified":"2024-10-24T20:19:19","modified_gmt":"2024-10-24T20:19:19","slug":"icc-irc-commentary-volume1-2012","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-irc-commentary-volume1-2012\/","title":{"rendered":"ICC IRC Commentary Volume1 2012"},"content":{"rendered":"

This comprehensive publication provides a convenient reference for regulations of the 2012 International Residential Code\u00ae (IRC\u00ae). Presented in an easy-to-reference format the commentary includes the full text of the code, including tables and figures, followed by corresponding commentary at the end of each section in one document. 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 2012 IRC\u00ae. The commentaries are designed to suggest the most effective method of application, and the consequences of not adhering to the code. This is an excellent reference for code officials, engineers, architects, inspectors, plans examiners, contractors and anyone who needs a better understanding of the 2012 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\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 IRC\u00ae CODE AND COMMENTARY VOLUME 1 <\/td>\n<\/tr>\n
2<\/td>\n2012 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
8<\/td>\nPART I\u2014ADMINISTRATIVE
CHAPTER 1: SCOPE AND ADMINISTRATION
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
SECTION R104 DUTIES AND POWERS OF THE BUILDING OFFICIAL <\/td>\n<\/tr>\n
13<\/td>\nFIGURE R104.5 PERSONNEL IDENTIFICATION BADGE <\/td>\n<\/tr>\n
15<\/td>\nSECTION R105 PERMITS <\/td>\n<\/tr>\n
19<\/td>\nSECTION R106 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
22<\/td>\nSECTION R107 TEMPORARY STRUCTURES AND USES
SECTION R108 FEES <\/td>\n<\/tr>\n
23<\/td>\nSECTION R109 INSPECTIONS <\/td>\n<\/tr>\n
25<\/td>\nSECTION R110 CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n
26<\/td>\nFIGURE R110.3 CERTIFICATE OF OCCUPANCY
SECTION R111 SERVICE UTILITIES <\/td>\n<\/tr>\n
27<\/td>\nSECTION R112 BOARD OF APPEALS <\/td>\n<\/tr>\n
29<\/td>\nSECTION R113 VIOLATIONS
SECTION R114 STOP WORK ORDER <\/td>\n<\/tr>\n
30<\/td>\nFIGURE R114.1 STOP WORK ORDER
BIBLIOGRAPHY <\/td>\n<\/tr>\n
32<\/td>\nPART II\u2014DEFINITIONS
CHAPTER 2: DEFINITIONS
SECTION R201 GENERAL <\/td>\n<\/tr>\n
33<\/td>\nSECTION R202 DEFINITIONS
FIGURE R202(1) AIR ADMITTANCE VALVE OPENS TO ADMIT AIR TO RELIEVE NEGATIVE PRESSURE <\/td>\n<\/tr>\n
34<\/td>\nFIGURE R202(2) AIR ADMITTANCE VALVE CLOSES AND SEALS VENT UNDER ZERO OR POSITIVE PRESSURE <\/td>\n<\/tr>\n
35<\/td>\nFIGURE R202(3) AIR GAP, AIR BREAK <\/td>\n<\/tr>\n
39<\/td>\nFIGURE R202(4) BRANCH VENT <\/td>\n<\/tr>\n
40<\/td>\nFIGURE R202(5) DRAINAGE SYSTEM COMPONENTS <\/td>\n<\/tr>\n
43<\/td>\nFIGURE R202(6) ELECTRIC HYDRONIC CONVECTOR <\/td>\n<\/tr>\n
47<\/td>\nFIGURE R202(7) FULL OPENING EXHAUST HOOD <\/td>\n<\/tr>\n
49<\/td>\nFIGURE R202(8) FIRE-SEPARATION DISTANCE <\/td>\n<\/tr>\n
50<\/td>\nFIGURE R202(9) FIXTURE AND HORIZONTAL BRANCH DRAIN
FIGURE R202(10) FIXTURE DRAIN <\/td>\n<\/tr>\n
54<\/td>\nFIGURE R202(11) HEIGHT OF BUILDING
FIGURE R202.(12) STORY HEIGHT <\/td>\n<\/tr>\n
55<\/td>\nFIGURE R202(13) HIGH-TEMPERATURE CHIMNEY <\/td>\n<\/tr>\n
66<\/td>\nFIGURE R202(14) RUNNING BOND MASONRY <\/td>\n<\/tr>\n
69<\/td>\nFIGURE R202(15) THREE-STORY BUILDING <\/td>\n<\/tr>\n
71<\/td>\nFIGURE R202(16) SUMP PUMP <\/td>\n<\/tr>\n
72<\/td>\nFIGURE R202(17) DEPTH OF WATER SEAL <\/td>\n<\/tr>\n
75<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
78<\/td>\nPART III\u2014BUILDING PLANNING AND CONSTRUCTION
CHAPTER 3: BUILDING PLANNING <\/td>\n<\/tr>\n
79<\/td>\nSECTION R301 DESIGN CRITERIA <\/td>\n<\/tr>\n
80<\/td>\nTABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA <\/td>\n<\/tr>\n
82<\/td>\nTABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (psf) <\/td>\n<\/tr>\n
83<\/td>\nTABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2) <\/td>\n<\/tr>\n
84<\/td>\nFIGURE R301.2(1) ISOLINES OF THE 97 1\/2 PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES (\u00b0F)
FIGURE R301.2(2) SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
85<\/td>\nFIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
86<\/td>\nFIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
87<\/td>\nFIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
88<\/td>\nFIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
89<\/td>\nFIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETE <\/td>\n<\/tr>\n
90<\/td>\nFIGURE R301.2(4)A BASIC WIND SPEEDS <\/td>\n<\/tr>\n
91<\/td>\nFIGURE R301.2(4)B REGIONS WHERE DESIGN IS REQUIRED <\/td>\n<\/tr>\n
92<\/td>\nFIGURE R301.2(4)C WIND-BORNE DEBRIS REGIONS <\/td>\n<\/tr>\n
94<\/td>\nTABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS <\/td>\n<\/tr>\n
95<\/td>\nFIGURE R301.2(5) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb\/ft2) <\/td>\n<\/tr>\n
96<\/td>\nFIGURE R301.2(5)-continued GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb\/ft2) <\/td>\n<\/tr>\n
97<\/td>\nFIGURE R301.2(6) TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
98<\/td>\nFIGURE R301.2(7) COMPONENT AND CLADDING PRSSURE ZONES
FIGURE R301.2(8) FROST LINE DEPTH <\/td>\n<\/tr>\n
99<\/td>\nFIGURE R301.2.1 WIND FORCES ACTING ON AREA
TABLE R301.2.1.3 EQUIVALENT BASIC WIND SPEEDSa <\/td>\n<\/tr>\n
100<\/td>\nFIGURE R301.2.1.5.1(1) TOPOGRAPHIC FEATURES FOR WIND SPEED-UP EFFECT <\/td>\n<\/tr>\n
101<\/td>\nFIGURE R301.2.1.5.1(2) ILLUSTRATION OF WHERE ON A TOPOGRAPHIC FEATURE, WIND SPEED INCREASE IS APPLIED <\/td>\n<\/tr>\n
102<\/td>\nFIGURE R301.2.1.5.1(3) ILLUSTRATION OF UPWIND OBSTRUCTION
TABLE R301.2.1.5.1 BASIC WIND MODIFICATION FOR TOPOGRAPHIC WIND EFFECT <\/td>\n<\/tr>\n
103<\/td>\nFIGURE R301.2.2 SEISMIC FORCE <\/td>\n<\/tr>\n
104<\/td>\nTABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION <\/td>\n<\/tr>\n
105<\/td>\nTABLE R301.2.2.2.1 WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOADa <\/td>\n<\/tr>\n
107<\/td>\nFIGURE R301.2.2.2.5(1) BRACED WALL PANELS OUT OF PLANE
FIGURE R301.2.2.2.5(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK <\/td>\n<\/tr>\n
108<\/td>\nFIGURE R301.2.2.2.5(3) FLOOR OR ROOF NOT SUPPORTED AT ALL EDGES
FIGURE R301.2.2.2.5(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE
FIGURE R301.2.2.2.5(5) BRACED WALL PANEL EXTENSION OVER OPENING <\/td>\n<\/tr>\n
109<\/td>\nFIGURE R301.2.2.2.5(6) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS
FIGURE 301.2.2.2.5(7) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
FIGURE R301.2.2.2.5(8) BRACED WALL LINES NOT PERPENDICULAR <\/td>\n<\/tr>\n
112<\/td>\nTABLE R301.4 MINIMUM DESIGN DEAD LOADS FOR TYPICAL RESIDENTIAL COMPONENTS <\/td>\n<\/tr>\n
113<\/td>\nTABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) <\/td>\n<\/tr>\n
114<\/td>\nTABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION
TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
SECTION R302 FIRE-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
115<\/td>\nFIGURE R301.7 BEAM DEFLECTION <\/td>\n<\/tr>\n
116<\/td>\nTABLE R302.1(1) EXTERIOR WALLS
TABLE R302.1(2) EXTERIOR WALLS\u2014DWELLINGS WITH FIRE SPRINKLERS <\/td>\n<\/tr>\n
117<\/td>\nFIGURE R302.1(1) EXTERIOR WALLS AND PROJECTIONS FOR DWELLINGS WITHOUT AUTOMATIC SPRINKLER SYSTEM
FIGURE R302.1(2) EXTERIOR WALL FIRE-RESISTANCE-RATED REQUIREMENTS AND PROHIBITED OPENINGS FOR DWELLINGS WITHOUT AUTOMATIC SPRINKLER SYSTEM <\/td>\n<\/tr>\n
118<\/td>\nFIGURE R302.1(3) EXTERIOR WALL FIRE-RESISTANCE-RATED REQUIREMENTS AND PROHIBITED OPENINGS FOR DWELLINGS WITHOUT AUTOMATIC SPRINKLER SYSTEM
TABLE R302.1 MINIMUM FIRE SEPARATION DISTANCE COMPARISON (NONRATED CONSTRUCTION) <\/td>\n<\/tr>\n
119<\/td>\nFIGURE R302.2 DWELLING UNIT SEPARATION FOR TOWNHOUSES <\/td>\n<\/tr>\n
121<\/td>\nFIGURE R302.2.2(1) PARAPET REQUIREMENTS FOR WALL BETWEEN TOWNHOUSES
FIGURE R302.2.2(2) EXCEPTION TO ELIMINATE PARAPET <\/td>\n<\/tr>\n
122<\/td>\nFIGURE R302.2.3 PARPET REQUIREMENTS <\/td>\n<\/tr>\n
123<\/td>\nFIGURE R302.3 DWELLING UNIT SEPARATIONS <\/td>\n<\/tr>\n
124<\/td>\nFIGURE R302.3.1 SUPPORT OF DWELLING UNIT SEPARATION <\/td>\n<\/tr>\n
125<\/td>\nFIGURE R302.4.1 TYPES OF PENETRATIONS <\/td>\n<\/tr>\n
127<\/td>\nFIGURE R302.4.2(1) MEMBRANE PENETRATION BY OUTLET BOX <\/td>\n<\/tr>\n
128<\/td>\nFIGURE R302.4.2(2) EXCEPTION TO ANNULAR SPACE PROTECTION <\/td>\n<\/tr>\n
129<\/td>\nFIGURE R302.5.2 GARAGE\/DWELLING SEPARATION <\/td>\n<\/tr>\n
130<\/td>\nTABLE R302.6 DWELLING\/GARAGE SEPARATION
FIGURE R302.6 SEPARATION BETWEEN ATTACHED GARAGES AND DWELLING UNITS <\/td>\n<\/tr>\n
132<\/td>\nFIGURE R302.9.4 INTERIOR FIRE TEST ROOM DIMENSIONS <\/td>\n<\/tr>\n
133<\/td>\nFIGURE R302.10.1 INSULATION FACING <\/td>\n<\/tr>\n
135<\/td>\nFIGURE R302.11(1) FIRESTOPPING\u2014BALLOON FRAMING
FIGURE R302.11(2) FIRESTOPPING\u2014PLATFORM FRAMING
FIGURE R302.11(3) FIRESTOPPING\u2014FURRED SOFFIT
FIGURE R302.11(4) FIRESTOPPING\u2014DROPPED CEILING
FIGURE R302.11(5) FIRESTOPPING\u2014COVE CEILING <\/td>\n<\/tr>\n
136<\/td>\nFIGURE R302.11(6) FIRESTOPPING\u2014AT TUB
FIGURE R302.11(7) FIRESTOPPING\u2014AT STAIRWAYS
FIGURE R302.11(8) FIRESTOPPING\u2014AROUND PIPING <\/td>\n<\/tr>\n
137<\/td>\nFIGURE R302.11(9) FIRESTOPPING\u2014AROUND CHIMNEYS AND FIREPLACES <\/td>\n<\/tr>\n
138<\/td>\nFIGURE 302.12(1) DRAFTSTOPPING OF CEILING SUSPENDED UNDER FLOOR FRAMING
FIGURE 302.12(2) DRAFTSTOPPING OF TRUSS-TYPE FLOOR FRAMING <\/td>\n<\/tr>\n
139<\/td>\nSECTION R303 LIGHT, VENTILATION AND HEATING <\/td>\n<\/tr>\n
140<\/td>\nFIGURE R303.2 NATURAL LIGHT <\/td>\n<\/tr>\n
141<\/td>\nFIGURE R303.4.1 AIR INTAKE OPENING LOCATIONS <\/td>\n<\/tr>\n
143<\/td>\nFIGURE R303.6 STAIRWAY ILLUMINATION <\/td>\n<\/tr>\n
144<\/td>\nFIGURE R303.9 REQUIRED HEATING
SECTION R304 MINIMUM ROOM AREAS <\/td>\n<\/tr>\n
145<\/td>\nFIGURE R304.1 FLOOR AREA
SECTION R305 CEILING HEIGHT <\/td>\n<\/tr>\n
146<\/td>\nFIGURE R304.4 HEIGHT EFFECT ON ROOM AREA
SECTION R306 SANITATION
SECTION R307 TOILET, BATH AND SHOWER SPACES <\/td>\n<\/tr>\n
147<\/td>\nFIGURE R307.1 MINIMUM FIXTURE CLEARANCES
SECTION R308 GLAZING <\/td>\n<\/tr>\n
149<\/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
151<\/td>\nFIGURE R308.4(1) HAZARDOUS LOCATIONS
FIGURE R308.4(2) PROTECTIVE BAR ALTERNATIVE (Section R308.4.3, Exception 2) <\/td>\n<\/tr>\n
152<\/td>\nTABLE R308.4(3) GLAZING IN PANELS ADJACENT TO DOORS\u2014ELEVATION (Section R308.4.2)
FIGURE R308.4(4) GLAZING IN PANELS ADJACENT TO DOORS\u2014PLAN (Section R308.4.2) <\/td>\n<\/tr>\n
153<\/td>\nFIGURE R308.4(5) BARRIER BETWEEN GLAZING AND DOOR (Section R308.4.2, Exception 2)
FIGURE R308.4(6) GLAZING IN PANELS ADJACENT TO DOORS\u2014PLAN (Section R308.4.2, Exception 3) <\/td>\n<\/tr>\n
154<\/td>\nFIGURE R308.4(7) GLAZING WITHIN A SHOWER ENCLOSURE
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
155<\/td>\nFIGURE R308.4(9) GLAZING AND WET SURFACES\u2014PLAN VIEW (Section R308.4.5, Exception)
FIGURE R308.4(10) GLAZING ADJACENT TO STAIRWAYS (Section R308.4.6) <\/td>\n<\/tr>\n
156<\/td>\nTABLE R308.4(11) GLAZING ADJACENT TO THE BOTTOM STAIR LANDING (Section R308.4.7) <\/td>\n<\/tr>\n
159<\/td>\nSECTION R309 GARAGES AND CARPORTS <\/td>\n<\/tr>\n
160<\/td>\nSECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS <\/td>\n<\/tr>\n
161<\/td>\nFIGURE R310.1 EMERGENCY ESCAPE AND RESCUE WINDOW <\/td>\n<\/tr>\n
162<\/td>\nFIGURE R310.2 WINDOW WELLS <\/td>\n<\/tr>\n
163<\/td>\nSECTION R311 MEANS OF EGRESS <\/td>\n<\/tr>\n
164<\/td>\nFIGURE R311.3.1 THRESHOLD HEIGHTS <\/td>\n<\/tr>\n
166<\/td>\nFIGURE R311.7.1 STAIRWAY CLEARANCES
FIGURE R311.7.2(1) MINIMUM HEADROOM <\/td>\n<\/tr>\n
167<\/td>\nFIGURE R311.7.2(2) EXAMPLE OF EXCEPTION TO SECTION R311.7.2 <\/td>\n<\/tr>\n
168<\/td>\nFIGURE R311.7.5.1(1) CONVENTIONAL STAIRWAY <\/td>\n<\/tr>\n
169<\/td>\nFIGURE R311.7.5.1(2) STAIR TOLERANCES <\/td>\n<\/tr>\n
170<\/td>\nFIGURE R311.7.5.2.1(1) WINDERS
FIGURE R311.7.5.2.1(2) WINDERS USED FOR CIRCULAR STAIRWAY <\/td>\n<\/tr>\n
171<\/td>\nFIGURE R311.7.5.3 TREAD PROFILE <\/td>\n<\/tr>\n
172<\/td>\nFIGURE R311.7.6(1) LANDINGS AT DOORS
FIGURE R311.7.6(2) EXAMPLE OF LANDING OF SHAPES OTHER THAN SQUARE OR RECTANGULAR <\/td>\n<\/tr>\n
173<\/td>\nFIGURE R311.7.8.2 HANDRAILS <\/td>\n<\/tr>\n
174<\/td>\nFIGURE R311.7.8.3(1) TYPE 1 HANDRAIL
FIGURE R311.7.8.3(2) TYPE II HANDRAIL <\/td>\n<\/tr>\n
175<\/td>\nFIGURE R311.7.10.1 SPIRAL STAIRS <\/td>\n<\/tr>\n
176<\/td>\nFIGURE R311.7.10.2 BULKHEAD ENCLOSURE STAIRWAY <\/td>\n<\/tr>\n
177<\/td>\nSECTION R312 GUARDS AND WINDOW FALL PROTECTION
FIGURE R312.1.1 DROP OFF AND GUARD HEIGHT REQUIREMENTS <\/td>\n<\/tr>\n
178<\/td>\nFIGURE R312.1.2(1) STAIRWAY GUARD <\/td>\n<\/tr>\n
179<\/td>\nFIGURE R312.1.2(2) STAIRWAY GUARD
FIGURE R312.1.3 GUARD REQUIREMENTS <\/td>\n<\/tr>\n
180<\/td>\nFIGURE R312.2.1 WINDOW SILL HEIGHT <\/td>\n<\/tr>\n
181<\/td>\nSECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS
SECTION R314 SMOKE ALARMS <\/td>\n<\/tr>\n
182<\/td>\nFIGURE R314.3(1) LOCATION OF SMOKE ALARMS <\/td>\n<\/tr>\n
183<\/td>\nFIGURE R314.3(2) SMOKE ALARM LOCATION <\/td>\n<\/tr>\n
184<\/td>\nSECTION R315 CARBON MONOXIDE ALARMS
FIGURE R315.1 LOCATION OF CARBON MONOXIDE ALARMS <\/td>\n<\/tr>\n
185<\/td>\nSECTION R316 FOAM PLASTIC <\/td>\n<\/tr>\n
186<\/td>\nFIGURE R316.1 USE AND INSTALLATION REQUIREMENTS OF FOAM PLASTIC IN BUILDING CONSTRUCTION <\/td>\n<\/tr>\n
188<\/td>\nFIGURE R316.5.1 ENCAPSULATED FOAM PLASTIC <\/td>\n<\/tr>\n
189<\/td>\nFIGURE R316.5.3 FOAM PLASTIC, ATTIC AND CRAWL SPACES <\/td>\n<\/tr>\n
191<\/td>\nFIGURE R316.5.11 FOAM PLASTIC SPRAY APPLIED TO SILL PLATE AND HEADER <\/td>\n<\/tr>\n
192<\/td>\nSECTION R317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY <\/td>\n<\/tr>\n
193<\/td>\nFIGURE R317.1(1) MINIMUM SEPARATION OF NONTREATED WOOD FROM GROUND <\/td>\n<\/tr>\n
194<\/td>\nFIGURE R317.1(2) WOOD SILLS ON FOUNDATION WALLS
FIGURE R317.1(3) WOOD SILLS AND SLEEPERS
FIGURE R317.1(4) NONTREATED WOOD PROJECTING INTO BEAM POCKET <\/td>\n<\/tr>\n
195<\/td>\nFIGURE R317.1(5) NONTREATED WOOD SIDING OR SHEATHING
FIGURE R317.1.2 WOOD POST EMBEDDED IN CONCRETE <\/td>\n<\/tr>\n
196<\/td>\nFIGURE R317.1.4 WOOD POST ON PERMEABLE PAD <\/td>\n<\/tr>\n
197<\/td>\nFIGURE R317.2.1 TYPICAL LABEL FOR PRESSURE-TREATED WOOD <\/td>\n<\/tr>\n
198<\/td>\nSECTION R318 PROTECTION AGAINST SUBTERRANEAN TERMITES <\/td>\n<\/tr>\n
199<\/td>\nSECTION R319 SITE ADDRESS <\/td>\n<\/tr>\n
200<\/td>\nSECTION R320 ACCESSIBILITY
SECTION R321 ELEVATORS AND PLATFORM LIFTS <\/td>\n<\/tr>\n
201<\/td>\nSECTION R322 FLOOD-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
205<\/td>\nFIGURE R322.2 LIMIT OF MODERATE WAVE ACTION <\/td>\n<\/tr>\n
210<\/td>\nSECTION R323 STORM SHELTERS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
214<\/td>\nCHAPTER 4: FOUNDATIONS
SECTION R401 GENERAL <\/td>\n<\/tr>\n
215<\/td>\nFIGURE R401.3(1) LOT GRADING EXAMPLE <\/td>\n<\/tr>\n
216<\/td>\nFIGURE R401.3(2) LOT GRADING EXAMPLE
TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa
SECTION R402 MATERIALS <\/td>\n<\/tr>\n
217<\/td>\nFIGURE R402.1.2 EXAMPLE OF QUALITY MARK FOR PRESSURE-TREATED LUMBER <\/td>\n<\/tr>\n
218<\/td>\nTABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE <\/td>\n<\/tr>\n
219<\/td>\nSECTION R403 FOOTINGS
TABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS (inches)a <\/td>\n<\/tr>\n
220<\/td>\nFIGURE R403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS <\/td>\n<\/tr>\n
221<\/td>\nFIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION <\/td>\n<\/tr>\n
222<\/td>\nFIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION <\/td>\n<\/tr>\n
223<\/td>\nFIGURE R403.1.3.2 DOWELS FOR SLABS-ON-GROUND WITH TURNED-DOWN FOOTINGS
FIGURE R403.1.4 RECOMMENDATION FOR ADJACENT FOOTINGS AT DIFFERENT ELEVATIONS <\/td>\n<\/tr>\n
225<\/td>\nFIGURE R403.1.5 RECOMMENDATION FOR STEPPED WALL FOOTINGS <\/td>\n<\/tr>\n
226<\/td>\nFIGURE R403.1.6 WOOD SILL PLATE ANCHORAGE TO FOUNDATIONS <\/td>\n<\/tr>\n
227<\/td>\nFIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES
FIGURE R403.1.7.2(1) BUILDINGS ADJACENT TO ASCENDING SLOPE EXCEEDING 1 TO 1 <\/td>\n<\/tr>\n
228<\/td>\nFIGURE R403.1.7.2(2) BUILDINGS ADJACENT TO DESCENDING SLOPE EXCEEDING ONE TO ONE
FIGURE R403.1.7.3 DETERMINATION OF FOUNDATION ELEVATION ON GRADED SITES <\/td>\n<\/tr>\n
230<\/td>\nFIGURE R403.3(1) INSULATION PLACEMENT FOR FROST PROTECTED FOOTINGS IN HEATED BUILDINGS <\/td>\n<\/tr>\n
231<\/td>\nTABLE R403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS <\/td>\n<\/tr>\n
232<\/td>\nFIGURE R403.3(2) AIR-FREEZING INDEX AN ESTMATE OF THE 100-YEAR RETURN PERIOD <\/td>\n<\/tr>\n
233<\/td>\nTABLE R403.3(2) AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
234<\/td>\nTABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
235<\/td>\nTABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
236<\/td>\nTABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
237<\/td>\nFIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE <\/td>\n<\/tr>\n
238<\/td>\nFIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE <\/td>\n<\/tr>\n
239<\/td>\nTABLE R403.4 MINIMUM DEPTH OF CRUSHED STONE FOOTINGS (D), (inches)
SECTION R404 FOUNDATION AND RETAINING WALLS <\/td>\n<\/tr>\n
240<\/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 <\/td>\n<\/tr>\n
241<\/td>\nFIGURE R404.1.1 FOUNDATION WALL WITH UNBALANCED FILL
TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLS <\/td>\n<\/tr>\n
242<\/td>\nTABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 5 INCHESa, c <\/td>\n<\/tr>\n
243<\/td>\nTABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 6.75 INCHESa, c <\/td>\n<\/tr>\n
244<\/td>\nTABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 8.75 INCHESa, c <\/td>\n<\/tr>\n
245<\/td>\nTABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLSa, <\/td>\n<\/tr>\n
246<\/td>\nTABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
247<\/td>\nTABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
248<\/td>\nTABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
249<\/td>\nTABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
250<\/td>\nTABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
251<\/td>\nTABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
252<\/td>\nTABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10-INCH AND 12-INCH NOMINAL FLAT BASEMENT WALLS <\/td>\n<\/tr>\n
253<\/td>\nTABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEEL <\/td>\n<\/tr>\n
260<\/td>\nFIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS <\/td>\n<\/tr>\n
261<\/td>\nFIGURE R404.1.7 BEARING FOUNDATION WALLS AGAINST LATERAL EARTH PRESSURE <\/td>\n<\/tr>\n
263<\/td>\nTABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure) <\/td>\n<\/tr>\n
264<\/td>\nSECTION R405 FOUNDATION DRAINAGE <\/td>\n<\/tr>\n
265<\/td>\nTABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM <\/td>\n<\/tr>\n
266<\/td>\nFIGURE R405.1(1) FOUNDATION DRAINAGE FOR HABITABLE SPACE BELOW GRADE
SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING <\/td>\n<\/tr>\n
267<\/td>\nFIGURE R405.1(2) OTHER SUGGESTED METHODS OF FOUNDATION DRAINAGE <\/td>\n<\/tr>\n
268<\/td>\nFIGURE R406.1(1) DAMPPROOFING OF MASONRY FOUNDATION WALL [see also Figure R405.1(1)]
FIGURE R406.1(2) DAMPPROOFING OF CONCRETE FOUNDATION WALL [see also Figure R405.1(1)] <\/td>\n<\/tr>\n
269<\/td>\nFIGURE R406.2 METHODS OF WATERPROOFING BASEMENT WALLS [see also Figures R405.1(1) and R405.1(2) for typical drainage details] <\/td>\n<\/tr>\n
270<\/td>\nSECTION R407 COLUMNS
FIGURE R407.3(1) COLUMN ANCHORAGE
FIGURE R407.3(2) COLUMN ANCHORAGE
FIGURE R407.3(3) COLUMN ANCHORAGE
SECTION R408 UNDER-FLOOR SPACE <\/td>\n<\/tr>\n
271<\/td>\nFIGURE R408.1 CRAWL-SPACE VENTILATION <\/td>\n<\/tr>\n
273<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
276<\/td>\nCHAPTER 5: FLOORS
SECTION R501 GENERAL <\/td>\n<\/tr>\n
277<\/td>\nSECTION R502 WOOD FLOOR FRAMING
FIGURE R502.1 GRADE MAKE EXAMPLES <\/td>\n<\/tr>\n
278<\/td>\nFIGURE R502.1.1 TREATED LUMBER GRADE MARK <\/td>\n<\/tr>\n
280<\/td>\nFIGURE R502.2 FLOOR CONSTRUCTION <\/td>\n<\/tr>\n
281<\/td>\nTABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L\/\u00ce\u201d = 360)a <\/td>\n<\/tr>\n
282<\/td>\nTABLE R502.3.1(1)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential sleeping areas, live load = 30 psf, L\/\u0394 = 360)a <\/td>\n<\/tr>\n
283<\/td>\nTABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u00ce\u201d = 360) <\/td>\n<\/tr>\n
284<\/td>\nTABLE R502.3.1(2)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u0394 = 360)b <\/td>\n<\/tr>\n
285<\/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 BALCONY <\/td>\n<\/tr>\n
286<\/td>\nFIGURE R502.4(1) DOUBLE JOIST UNDER BEARING PARTITION
FIGURE R502.4(2) SPACED JOISTS UNDER BEARING PARTITION WITH BLOCKING AT PENETRATION <\/td>\n<\/tr>\n
287<\/td>\nTABLE R502.5(1) GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb and required number of jack studs) <\/td>\n<\/tr>\n
288<\/td>\nTABLE R502.5(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)
FIGURE R502.5(1) GIRDER SPAN-SPACING RELATIONSHIP <\/td>\n<\/tr>\n
289<\/td>\nTABLE R502.5(2) GIRDER SPANSa AND HEADER SPANSa FOR INTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb and required number of jack studs) <\/td>\n<\/tr>\n
290<\/td>\nFIGURE R502.5(2) HEADER SPANS FOR EXTERIOR LOAD BEARING WALLS
FIGURE R502.5(3) HEADERS SPANS FOR INTERIOR LOAD BEARING WALLS <\/td>\n<\/tr>\n
291<\/td>\nFIGURE R502.6(1) FLOOR JOIST BEARING ON WOOD
FIGURE R502.6(2) FLOOR JOIST BEARING ON MASONRY <\/td>\n<\/tr>\n
292<\/td>\nFIGURE R502.6(3) FLOOR JOIST BEARING ON RIBBON STRIP
FIGURE R502.6(4) JOIST HANGER AT DOUBLE TOP PLATE
FIGURE R502.6.1 JOIST AT GIRDER <\/td>\n<\/tr>\n
293<\/td>\nFIGURE R502.6.2(1) JOIST6 HANGER AT GIRDER
FIGURE R502.6.2(2) LEDGER STRIPS AT BEAM OR GIRDER <\/td>\n<\/tr>\n
294<\/td>\nFIGURE R502.7 BLOCKING OF JOISTS
FIGURE R502.7.1 INTERMEDIATE LATERAL SUPPORT <\/td>\n<\/tr>\n
295<\/td>\nFIGURE R502.8 CUTTING, NOTCHING AND DRILLING <\/td>\n<\/tr>\n
296<\/td>\nFIGURE R502.9 POSITIVE CONNECTION BETWEEN POSTS AND GIRDERS <\/td>\n<\/tr>\n
297<\/td>\nFIGURE R502.10(1) FLOOR FRAMING FOR MAXIMUM 4-FOOT OPENINGS <\/td>\n<\/tr>\n
298<\/td>\nFIGURE R502.10(2) FLOOR FRAMING FOR GREATER THAN 4-FOOT OPENINGS
FIGURE R502.10(3) HANGERS FOR JOIST-HEADER CONNECTION <\/td>\n<\/tr>\n
299<\/td>\nSECTION R503 FLOOR SHEATHING
TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING
FIGURE R503.1(1) FLOOR SHEATHING AS SUBFLOORING <\/td>\n<\/tr>\n
300<\/td>\nFIGURE R503.1(2) SUBFLOOR (FLOOR SHEATHING) ORIENTATION <\/td>\n<\/tr>\n
301<\/td>\nFIGURE R503.1.1 SUBFLOOR (FLOOR SHEATHING ORIENTATION)
FIGURE R503.2.1 PLYWOOD GRADE MARK EXAMPLES <\/td>\n<\/tr>\n
302<\/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
303<\/td>\nTABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa <\/td>\n<\/tr>\n
304<\/td>\nFIGURE R503.2.2(1) IDENTIFICATION OF PLYWOOD SUBFLOOR SPAN LIMITATIONS
FIGURE R503.2.2(2) COMBINATION SUBFLOOR UNDERLAYMENT ALTERNATIVES <\/td>\n<\/tr>\n
305<\/td>\nFIGURE R503.3.1 PARTICLEBOARD GRADE MARK EXAMPLE
SECTION R504 PRESSURE PRESERVATIVELY TREATED-WOOD FLOORS (ON GROUND) <\/td>\n<\/tr>\n
306<\/td>\nSECTION R505 STEEL FLOOR FRAMING
FIGURE R505.1.1 STEEL FRAMING APPLICABILITY LIMITS <\/td>\n<\/tr>\n
307<\/td>\nFIGURE R505.1.2 IN-LINE FRAMING <\/td>\n<\/tr>\n
308<\/td>\nFIGURE R505.2(1) C-SHAPED 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
309<\/td>\nFIGURE R505.2(2) TRACK SECTION
TABLE R505.2.4 SCREW SUBSTITUTION FACTOR <\/td>\n<\/tr>\n
310<\/td>\nFIGURE R505.2.5.1 FLOOR JOIST WEB HOLES <\/td>\n<\/tr>\n
311<\/td>\nFIGURE R505.2.5.3 WEB HOLE PATCH <\/td>\n<\/tr>\n
312<\/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
313<\/td>\nTABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa
FIGURE R505.3.1(2) FLOOR TO WOOD SILL CONNECTION <\/td>\n<\/tr>\n
314<\/td>\nFIGURE R505.3.1(3) FLOOR TO FOUNDATION CONNECTION
FIGURE R505.3.1(4) CANTILEVERED FLOOR TO FOUNDATION CONNECTION <\/td>\n<\/tr>\n
315<\/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
316<\/td>\nFIGURE R505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL
FIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL <\/td>\n<\/tr>\n
317<\/td>\nFIGURE R505.3.1(9) BEARING STIFFENERS FOR END JOISTS <\/td>\n<\/tr>\n
318<\/td>\nTABLE R505.3.2(1) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014SINGLE SPANS 33 ksi STEEL <\/td>\n<\/tr>\n
319<\/td>\nTABLE R505.3.2(2) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014MULTIPLE SPANS 33 ksi STEEL <\/td>\n<\/tr>\n
320<\/td>\nTABLE R505.3.2(3) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014MULTIPLE SPANS 50 ksi STEEL
FIGURE R505.3.2 SPAN ARRANGEMENT FOR FLOOR JOIST CONTINUOUS OVER SUPPORT <\/td>\n<\/tr>\n
321<\/td>\nFIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID) <\/td>\n<\/tr>\n
322<\/td>\nFIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP) <\/td>\n<\/tr>\n
323<\/td>\nFIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS
FIGURE R505.3.4(2) BEARING STIFFENER <\/td>\n<\/tr>\n
324<\/td>\nTABLE R505.3.4(1) CLIP ANGLE BEARING STIFFENERS (20 psf equivalent snow load)
TABLE R505.3.4(2) CLIP ANGLE BEARING STIFFENERS (30 psf equivalent snow load) <\/td>\n<\/tr>\n
325<\/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
326<\/td>\nFIGURE R505.3.7 TRACK SPLICE
SECTION R506 CONCRETE FLOORS (ON GROUND) <\/td>\n<\/tr>\n
327<\/td>\nFIGURE R505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION: 6-FOOT FLOOR OPENING
FIGURE R505.3.8(2) COLD-FORMED STEEL FLOOR CONSTRUCTION: 8-FOOT FLOOR OPENING <\/td>\n<\/tr>\n
328<\/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
329<\/td>\nFIGURE R506.1 CONCRETE SLAB-ON-GROUND REQUIREMENTS <\/td>\n<\/tr>\n
330<\/td>\nSECTION R507 DECKS
TABLE R507.2 FASTENER SPACING FOR A SOUTHERN PINE OR HEM-FIR DECK LEDGER AND A 2-INCH-NOMINAL SOLID-SAWN SPRUCE-PINE-FIR BAND JOIST (Deck live load = 40 psf, deck dead load = 10 psf) <\/td>\n<\/tr>\n
331<\/td>\nTABLE R507.2.1 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS
FIGURE R507.2.1(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS <\/td>\n<\/tr>\n
332<\/td>\nFIGURE R507.2.1(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS <\/td>\n<\/tr>\n
333<\/td>\nFIGURE 507.2.3 DECK ATTACHMENT FOR LATERAL LOADS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
336<\/td>\nCHAPTER 6: WALL CONSTRUCTION
SECTION R601 GENERAL
SECTION R602 WOOD WALL FRAMING <\/td>\n<\/tr>\n
337<\/td>\nFIGURE R602.1 GRADE STAMP EXAMPLE FOR DIMENSIONAL LUMBER
FIGURE R602.1.1(1) END-JOINTED LUMBER\u2014FINGER JOINT <\/td>\n<\/tr>\n
338<\/td>\nFIGURE R602.1.1(2) GRADE STAMP INCLUDING HRA MARK <\/td>\n<\/tr>\n
339<\/td>\nTABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
340<\/td>\nTABLE R602.3(1)\u2014continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
341<\/td>\nTABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) <\/td>\n<\/tr>\n
342<\/td>\nTABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa, b, <\/td>\n<\/tr>\n
343<\/td>\nTABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING
FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING <\/td>\n<\/tr>\n
344<\/td>\nFIGURE R602.3(2) FRAMING DETAILS <\/td>\n<\/tr>\n
345<\/td>\nTABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDS <\/td>\n<\/tr>\n
346<\/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, <\/td>\n<\/tr>\n
347<\/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
348<\/td>\nFIGURE R602.3.2 SINGLE TOP-PLATE SPLICE <\/td>\n<\/tr>\n
349<\/td>\nFIGURE R602.3.3(1) TOP PLATE WITH 16-INCH STUD SPACING
FIGURE R602.3.3(2) TOP PLATE WITH 24-INCH STUD SPACING
FIGURE R602.3.3(3) TOP PLATE WITH 24-INCH STUD SPACING AND BEARING POINT LIMITATIONS <\/td>\n<\/tr>\n
350<\/td>\nFIGURE R602.3.3(4) BLOCKED TOP PLATE WITH 24-INCH STUD SPACING <\/td>\n<\/tr>\n
352<\/td>\nFIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS <\/td>\n<\/tr>\n
353<\/td>\nFIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS <\/td>\n<\/tr>\n
354<\/td>\nFIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING <\/td>\n<\/tr>\n
355<\/td>\nTABLE R602.7.1 SPANS FOR MINIMUM No.2 GRADE SINGLE HEADER <\/td>\n<\/tr>\n
356<\/td>\nFIGURE R602.7 HEADER DETAIL <\/td>\n<\/tr>\n
357<\/td>\nFIGURE 602.7.1(1) SINGLE MEMBER HEADER IN EXTERIOR BEARING WALL
FIGURE R602.7.1(2) ALTERNATIVE SINGLE MEMBER HEADER WITHOUT CRIPPLE <\/td>\n<\/tr>\n
358<\/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
360<\/td>\nFIGURE R602.10 CRITICAL PARTS OF THE LATERAL LOAD PATH <\/td>\n<\/tr>\n
361<\/td>\nTABLE R602.10 CROSS REFERENCE OF 2012 IRC WALL BRACING TOPICS TO 2009\/2006 IRC <\/td>\n<\/tr>\n
362<\/td>\nTABLE R602.10\u2014continued CROSS REFERENCE OF 2012 IRC WALL BRACING TOPICS TO 2009\/2006 IRC <\/td>\n<\/tr>\n
363<\/td>\nFIGURE R602.10.1(1) WALL BRACING TERMINOLOGY
FIGURE R602.10.1(2) EFFECTIVE (IMAGINARY) BRACED WALL LINES <\/td>\n<\/tr>\n
364<\/td>\nFIGURE R602.10.1.1(1) 2009 IRC EFFECTIVE (IMAGINARY) BRACED WALL LINES
FIGURE R602.10.1.1(2) COMPARISON OF 2009 AND 2012 IRC PROVISIONS FOR BRACED WALL LINE LENGTH <\/td>\n<\/tr>\n
365<\/td>\nFIGURE R602.10.1.1 BRACED WALL LINE SPACING
TABLE R602.10.1.3 BRACED WALL LINE SPACING <\/td>\n<\/tr>\n
366<\/td>\nFIGURE R602.10.1.4 ANGLED WALLS <\/td>\n<\/tr>\n
367<\/td>\nTABLE R602.10.1.4 PROJECTED BRACED WALL LINE LENGTH CONTRIBUTED BY THE ANGLED WALL
FIGURE R602.10.1.4(1) PROJECTED ANGLE WALL LENGTH <\/td>\n<\/tr>\n
368<\/td>\nFIGURE R602.10.1.4(2) ANGLED WALL GREATER THAN 8 FEET IN LENGTH <\/td>\n<\/tr>\n
369<\/td>\nFIGURE R602.10.2.2 LOCATION OF BRACED WALL PANELS <\/td>\n<\/tr>\n
371<\/td>\nFIGURE R602.10.3(1) WALL BRACING\u2014WIND LOADS <\/td>\n<\/tr>\n
372<\/td>\nFIGURE R602.10.3(2) WALL BRACING\u2014SEISMIC LOADS <\/td>\n<\/tr>\n
373<\/td>\nFIGURE R602.10.3(3) BASIS FOR WIND BRACING TABLE <\/td>\n<\/tr>\n
374<\/td>\nFIGURE R602.10.3(4) EAVE-TO-RIDGE HEIGHT
FIGURE R602.10.3(5) BRACED WALL LINE SPACING <\/td>\n<\/tr>\n
376<\/td>\nFIGURE R602.10.3(6) BASIS FOR SEISMIC BRACING TABLE <\/td>\n<\/tr>\n
377<\/td>\nFIGURE R602.10.3(7) PROJECTED LENGTH OF A BRACED WALL PANEL ON AN ANGLED WALL
TABLE R602.10.3 ADJUSTED ANGLED WALL BRACED WALL PANEL LENGTH <\/td>\n<\/tr>\n
378<\/td>\nTABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED <\/td>\n<\/tr>\n
379<\/td>\nTABLE R602.10.3(1)\u2014continued BRACING REQUIREMENTS BASED ON WIND SPEED <\/td>\n<\/tr>\n
380<\/td>\nTABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING <\/td>\n<\/tr>\n
381<\/td>\nTABLE R602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY <\/td>\n<\/tr>\n
382<\/td>\nTABLE R602.10.3(3)\u2014continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY <\/td>\n<\/tr>\n
383<\/td>\nTABLE R602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING <\/td>\n<\/tr>\n
385<\/td>\nTABLE R602.10.4 BRACING METHODS <\/td>\n<\/tr>\n
386<\/td>\nTABLE R602.10.4\u2014continued BRACING METHODS <\/td>\n<\/tr>\n
388<\/td>\nTABLE R602.10.4.1 MIXING BRACING METHODS <\/td>\n<\/tr>\n
390<\/td>\nTABLE R602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS <\/td>\n<\/tr>\n
391<\/td>\nFIGURE R602.10.5 BRACED WALL PANELS WITH CONTINUOUS SHEATING <\/td>\n<\/tr>\n
392<\/td>\nTABLE R602.10.5.2 PARTIAL CREDIT FOR BRACED WALL PANELS LESS THAN 48 INCHES IN ACTUAL LENGTH <\/td>\n<\/tr>\n
393<\/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
394<\/td>\nFIGURE R602.10.6.2 METHOD PFH\u2014PORTAL FRAME WITH HOLD-DOWNS <\/td>\n<\/tr>\n
395<\/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
396<\/td>\nFIGURE R602.10.6.4 METHOD CS-PF-CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION <\/td>\n<\/tr>\n
397<\/td>\nTABLE R602.10.6.4 TENSION STRAP CAPACITY REQUIRED FOR RESISTING WIND PRESSURES PERPENDICULAR TO METHOD PFH, PFG AND CS-PF BRACED WALL PANELS <\/td>\n<\/tr>\n
398<\/td>\nTABLE R602.10.6.5 METHOD BV-WSP WALL BRACING REQUIREMENTS <\/td>\n<\/tr>\n
399<\/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
401<\/td>\nFIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING <\/td>\n<\/tr>\n
402<\/td>\nFIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR <\/td>\n<\/tr>\n
403<\/td>\nFIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR\/CEILING FRAMING <\/td>\n<\/tr>\n
404<\/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
FIGURE R602.10.8.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES <\/td>\n<\/tr>\n
405<\/td>\nTABLE R602.10.8.2 CONNECTION AND BLOCKING REQUIREMENTS BETWEEN BRACED WALL PANELS AND ROOF FRAMING
FIGURE R602.10.8.2 DISTANCE FROM TOP PLATE TO BOTTOM OF ROOF SHEATHING FOR PROVIDING CONNECTION REQUIREMENTS AND BLOCKING PER TABLE R602.10.8.2 <\/td>\n<\/tr>\n
407<\/td>\nFIGURE R602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS <\/td>\n<\/tr>\n
408<\/td>\nFIGURE R602.10.9.1(1) SEISMIC DESIGN CATEGORY D2 INTERIOR BRACED WALL SUPPORT <\/td>\n<\/tr>\n
409<\/td>\nFIGURE R602.10.9.1(2) SEISMIC DESIGN CATEGORY D2 INTERIOR BRACED WALL SUPPORT <\/td>\n<\/tr>\n
412<\/td>\nFIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION
FIGURE R602.11.2(1) CRIPPLE WALL TOP PLATE EXTENDED 4 FEET OVER THE FOUNDATION <\/td>\n<\/tr>\n
413<\/td>\nFIGURE R602.12.1 RECTANGLE CIRCUMSCRIBING AN ENCLOSED BUILDING <\/td>\n<\/tr>\n
414<\/td>\nTABLE R602.12.3 AVAILABLE BRACING METHODS FOR SIMPLIFIED WALL BRACING <\/td>\n<\/tr>\n
416<\/td>\nTABLE R602.12.4 MINIMUM NUMBER OF BRACING UNITS ON EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE
FIGURE R602.12.5 BRACING UNIT DISTRIBUTION
SECTION R603 STEEL WALL FRAMING <\/td>\n<\/tr>\n
417<\/td>\nFIGURE R603.1.2 IN-LINE FRAMING <\/td>\n<\/tr>\n
418<\/td>\nFIGURE R603.2(1) C-SHAPED SECTION
FIGURE R603.2(2) TRACK SECTION
TABLE R603.2(1) LOAD-BEARING COLD-FORMED STEEL STUD SIZES
TABLE R603.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS <\/td>\n<\/tr>\n
419<\/td>\nTABLE R603.2.4 SCREW SUBSTITUTION FACTOR <\/td>\n<\/tr>\n
420<\/td>\nFIGURE R603.2.5.1 WEB HOLES
FIGURE R603.2.5.3 STUD WEB HOLE PATCH <\/td>\n<\/tr>\n
421<\/td>\nTABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa, b <\/td>\n<\/tr>\n
422<\/td>\nFIGURE R603.3.1(1) WALL TO FLOOR CONNECTION <\/td>\n<\/tr>\n
423<\/td>\nFIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION
FIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION <\/td>\n<\/tr>\n
424<\/td>\nTABLE 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
425<\/td>\nTABLE R603.3.2(1) WALL FASTENING SCHEDULE
TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 KSI STEEL <\/td>\n<\/tr>\n
426<\/td>\nTABLE R603.3.2(3) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 50 KSI STEEL <\/td>\n<\/tr>\n
427<\/td>\nTABLE R603.3.2(4) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 KSI STEEL <\/td>\n<\/tr>\n
428<\/td>\nTABLE R603.3.2(5) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 50 KSI STEEL <\/td>\n<\/tr>\n
429<\/td>\nTABLE R603.3.2(6) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 KSI STEE <\/td>\n<\/tr>\n
430<\/td>\nTABLE R603.3.2(7) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 50 KSI STEEL <\/td>\n<\/tr>\n
431<\/td>\nTABLE R603.3.2(8) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 KSI STEEL <\/td>\n<\/tr>\n
432<\/td>\nTABLE R603.3.2(9) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 50 KSI STEEL <\/td>\n<\/tr>\n
433<\/td>\nTABLE R603.3.2(10) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 KSI STEEL <\/td>\n<\/tr>\n
434<\/td>\nTABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 50 KSI STEEL <\/td>\n<\/tr>\n
435<\/td>\nTABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 33 KSI STEEL <\/td>\n<\/tr>\n
436<\/td>\nTABLE R603.3.2(13) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 50 KSI STEEL <\/td>\n<\/tr>\n
437<\/td>\nTABLE R603.3.2(14) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 33 KSI STEEL <\/td>\n<\/tr>\n
438<\/td>\nTABLE R603.3.2(15) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 50 KSI STEEL <\/td>\n<\/tr>\n
439<\/td>\nTABLE R603.3.2(16) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 33 KSI STEEL <\/td>\n<\/tr>\n
440<\/td>\nTABLE R603.3.2(17) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 50 KSI STEEL <\/td>\n<\/tr>\n
441<\/td>\nTABLE R603.3.2(18) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 33 KSI STEEL <\/td>\n<\/tr>\n
442<\/td>\nTABLE R603.3.2(19) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 50 KSI STEEL <\/td>\n<\/tr>\n
443<\/td>\nTABLE R603.3.2(20) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 33 KSI STEE <\/td>\n<\/tr>\n
444<\/td>\nTABLE R603.3.2(21) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 50 KSI STEEL <\/td>\n<\/tr>\n
445<\/td>\nTABLE R603.3.2(22) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 33 KSI STEEL <\/td>\n<\/tr>\n
446<\/td>\nTABLE R603.3.2(23) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 33 KSI STEEL <\/td>\n<\/tr>\n
447<\/td>\nTABLE R603.3.2(24) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 33 KSI STEEL <\/td>\n<\/tr>\n
448<\/td>\nTABLE R603.3.2(25) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 50 KSI STEEL <\/td>\n<\/tr>\n
449<\/td>\nTABLE R603.3.2(26) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 33 KSI STEEL <\/td>\n<\/tr>\n
450<\/td>\nTABLE R603.3.2(27) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 50 KSI STEEL <\/td>\n<\/tr>\n
451<\/td>\nTABLE R603.3.2(28) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 33 KSI STEEL <\/td>\n<\/tr>\n
452<\/td>\nTABLE R603.3.2(29) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILIN 50 KSI STEEL <\/td>\n<\/tr>\n
453<\/td>\nTABLE R603.3.2(30) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 33 KSI STEEL <\/td>\n<\/tr>\n
454<\/td>\nTABLE R603.3.2(31) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 50 KSI STEEL <\/td>\n<\/tr>\n
455<\/td>\nTABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHT 33 KSI STEEL <\/td>\n<\/tr>\n
456<\/td>\nTABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHT 50 KSI STEEL <\/td>\n<\/tr>\n
457<\/td>\nTABLE R603.3.2.1(3) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHT 33 KSI STEEL <\/td>\n<\/tr>\n
458<\/td>\nTABLE R603.3.2.1(4) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHT 50 KSI STEEL <\/td>\n<\/tr>\n
459<\/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
460<\/td>\nFIGURE R603.3.5 TRACK SPLICE
FIGURE R603.4 CORNER FRAMING <\/td>\n<\/tr>\n
461<\/td>\nFIGURE R603.6(1) BOX BEAM HEADER
FIGURE R603.6(2) BACK-TO-BACK HEADER <\/td>\n<\/tr>\n
462<\/td>\nTABLE R603.6(1) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 Ksi steel)a, b <\/td>\n<\/tr>\n
463<\/td>\nTABLE R603.6(2) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 Ksi steel)a, b <\/td>\n<\/tr>\n
464<\/td>\nTABLE R603.6(3) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 Ksi steel)a,b <\/td>\n<\/tr>\n
465<\/td>\nTABLE R603.6(4) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 Ksi steel)a, b <\/td>\n<\/tr>\n
466<\/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
467<\/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
468<\/td>\nTABLE R603.6(7)B OX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 Ksi steel)a, b <\/td>\n<\/tr>\n
469<\/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
470<\/td>\nTABLE R603.6(9) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 Ksi steel)a, b <\/td>\n<\/tr>\n
471<\/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
472<\/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
473<\/td>\nTABLE R603.6(12) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 Ksi steel)a,b <\/td>\n<\/tr>\n
474<\/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
475<\/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
476<\/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
477<\/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
478<\/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
479<\/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
480<\/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
481<\/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
482<\/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
483<\/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
484<\/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
485<\/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
486<\/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
487<\/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 REQUIREMENTS <\/td>\n<\/tr>\n
488<\/td>\nTABLE R603.8 HEAD AND SILL TRACK SPAN Fy = 33 KSI
FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN <\/td>\n<\/tr>\n
489<\/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
490<\/td>\nFIGURE R603.9.2 CORNER STUD HOLD-DOWN DETAIL <\/td>\n<\/tr>\n
491<\/td>\nSECTION R604 WOOD STRUCTURAL PANELS
SECTION R605 PARTICLEBOARD
SECTION R606 GENERAL MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
492<\/td>\nFIGURE R606.2.1 MINIMUM THICKNESS\u2014MASONRY BEARING AND EXTERIOR WALLS FOR A ONE-STORY DWELLING <\/td>\n<\/tr>\n
493<\/td>\nFIGURE R606.3(1) MASONRY CORBELING LIMITATIONS PER COURSE
FIGURE R606.3(2) MASONRY CORBELING LIMITATIONS PER COURSE <\/td>\n<\/tr>\n
494<\/td>\nFIGURE R606.4(2) MASONRY CORBELING LIMITATIONS PER COURSE <\/td>\n<\/tr>\n
495<\/td>\nTABLE R606.5 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY
FIGURE R606.8(1) MINIMUM HORIZONTAL JOINT REINFORCEMENT FOR STACK-BOND MASONRY <\/td>\n<\/tr>\n
496<\/td>\nFIGURE R606.8(2) HORIZONTAL JOINT REINFORCEMENT-LADDER AND TRUSS TYPES
FIGURE R606.9 BUILDING ELEMENTS PROVIDING LATERAL SUPPORT TO WALLS <\/td>\n<\/tr>\n
497<\/td>\nTABLE R606.9 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS
FIGURE R606.9.1.2 INTERSECTING MASONRY WALLS <\/td>\n<\/tr>\n
498<\/td>\nFIGURE R606.9.2.1(1) ANCHORAGE OF ROOF STRUCTURES
FIGURE R606.9.2.1(2) ANCHORAGE OF ROOF STRUCTURES <\/td>\n<\/tr>\n
500<\/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
501<\/td>\nFIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C <\/td>\n<\/tr>\n
502<\/td>\nFIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1, OR D2 <\/td>\n<\/tr>\n
503<\/td>\nTABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES <\/td>\n<\/tr>\n
504<\/td>\nTABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDING ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1 <\/td>\n<\/tr>\n
505<\/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 BONDEDMASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 <\/td>\n<\/tr>\n
506<\/td>\nFIGURE R606.13 REINFORCING STEEL CLEARANCES
FIGURE R606.14 BEAM OR GIRDER BEARING ON MASONRY <\/td>\n<\/tr>\n
507<\/td>\nFIGURE R606.14.1 JOIST-BEARING MINIMUMS
TABLE R606.15.1 MINIMUM CORROSION PROTECTION
SECTION R607 UNIT MASONRY <\/td>\n<\/tr>\n
508<\/td>\nTABLE R607.1 MORTAR PROPORTIONS <\/td>\n<\/tr>\n
510<\/td>\nSECTION R608 MULTIPLE-WYTHE MASONRY
FIGURE R608.1.1.1 BONDING WITH SOLID UNIT MASONRY
FIGURE R608.1.1.2 BONDING WITH HOLLOW UNIT MASONRY <\/td>\n<\/tr>\n
511<\/td>\nFIGURE R608.1.2.1(1) MASONRY BONDING\u2014METAL TIES
FIGURE R608.1.2.1(2) BONDING AROUND OPENING IN MASONRY WALLS <\/td>\n<\/tr>\n
512<\/td>\nFIGURE R608.1.2.2 BONDING WITH ADJUSTABLE WALL TIES
FIGURE R608.1.2.3 BONDING WITH PREFABRICATED JOINT REINFORCEMENT <\/td>\n<\/tr>\n
513<\/td>\nSECTION R609 GROUTED MASONRY <\/td>\n<\/tr>\n
514<\/td>\nFIGURE R609.1 GROUTED MULTIPLE-WYTHE MASONRY
TABLE R609.1.1 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION
TABLE R609.1.2 GROUT SPACE DIMENSIONS AND POUR HEIGHTS <\/td>\n<\/tr>\n
515<\/td>\nFIGURE R609.1.2 GROUTED MULTIPLE-WYTHE MASONRY <\/td>\n<\/tr>\n
516<\/td>\nFIGURE R609.3.1 REINFORCEMENT PLACEMENT LIMITATIONS <\/td>\n<\/tr>\n
517<\/td>\nFIGURE R609.4.1(1) REINFORCEMENT PLACEMENT LIMITATIONS
FIGURE R609.4.1(2) REINFORCED HOLLOW UNIT MASONRY VERTICAL CELL ALIGNMENT <\/td>\n<\/tr>\n
518<\/td>\nFIGURE R609.4.1(3) MASONRY REINFORCING STEEL ALIGNMENT
FIGURE R609.4.1(4) REINFORCED HOLLOW UNIT MASONRY CLEANOUTS <\/td>\n<\/tr>\n
519<\/td>\nFIGURE R609.4.1(5) MASONRY REINFORCING STEEL ALIGNMENT
SECTION R610 GLASS UNIT MASONRY <\/td>\n<\/tr>\n
520<\/td>\nFIGURE R610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE <\/td>\n<\/tr>\n
521<\/td>\nFIGURE R610.5.2.1 GLASS UNIT MASONRY
SECTION R611 EXTERIOR CONCRETE WALL CONSTRUCTION <\/td>\n<\/tr>\n
523<\/td>\nFIGURE R611.2 ICF APPLICABILITY LIMITS <\/td>\n<\/tr>\n
524<\/td>\nTABLE R611.3 DIMENSIONAL REQUIREMENTS FOR WALLSa, b
FIGURE R611.3(1) FLAT WALL SYSTEM
FIGURE R611.3(2) WAFFLE-GRID WALL SYSTEM <\/td>\n<\/tr>\n
525<\/td>\nFIGURE R611.3(3) SCREEN-GRID SYSTEM <\/td>\n<\/tr>\n
528<\/td>\nTABLE R611.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS
FIGURE R611.5.4(1) LAP SPLICES <\/td>\n<\/tr>\n
529<\/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
530<\/td>\nTABLE R611.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND\/OR ALTERNATIVE GRADE OF STEEL <\/td>\n<\/tr>\n
531<\/td>\nFIGURE R611.6(1) ABOVE-GRADE CONCRETE WALL CONSTRUCTION ONE STORY <\/td>\n<\/tr>\n
532<\/td>\nFIGURE R611.6(2) ABOVE-GRADE CONCRETE FIRST-STORY AND LIGHT-FRAMED SECOND-STORY
FIGURE R611.6(3) ABOVE-GRADE CONCRETE WALL CONSTRUCTION TWO-STORY <\/td>\n<\/tr>\n
533<\/td>\nFIGURE R611.6(4) ABOVE-GRADE CONCRETE WALL SUPPORTED ON MONOLITHIC SLAB-ON-GROUND FOOTING <\/td>\n<\/tr>\n
534<\/td>\nTABLE R611.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
535<\/td>\nTABLE R611.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
536<\/td>\nTABLE R611.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
537<\/td>\nTABLE R611.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS <\/td>\n<\/tr>\n
538<\/td>\nTABLE R611.6(4)\u2014continued MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS <\/td>\n<\/tr>\n
539<\/td>\nEQUATION R6-1 <\/td>\n<\/tr>\n
540<\/td>\nEQUATION R6-2 <\/td>\n<\/tr>\n
542<\/td>\nTABLE R611.7.1.1 VELOCITY PRESSURES <\/td>\n<\/tr>\n
543<\/td>\nTABLE R611.7(1A) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORY <\/td>\n<\/tr>\n
544<\/td>\nTABLE R611.7(1A)\u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORY <\/td>\n<\/tr>\n
545<\/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 STORY <\/td>\n<\/tr>\n
546<\/td>\nTABLE R611.7(1B)\u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORY <\/td>\n<\/tr>\n
547<\/td>\nTABLE R611.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE <\/td>\n<\/tr>\n
548<\/td>\nTABLE R611.7(1C)\u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE <\/td>\n<\/tr>\n
549<\/td>\nTABLE R611.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEETa
TABLE R611.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEET <\/td>\n<\/tr>\n
550<\/td>\nTABLE R611.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLS <\/td>\n<\/tr>\n
551<\/td>\nFIGURE R611.7(1) MINIMUM SOLID WALL LENGTH <\/td>\n<\/tr>\n
552<\/td>\nFIGURE R611.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL <\/td>\n<\/tr>\n
553<\/td>\nFIGURE R611.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS <\/td>\n<\/tr>\n
554<\/td>\nFIGURE R611.8(1) REINFORCEMENT OF OPENINGS <\/td>\n<\/tr>\n
555<\/td>\nFIGURE R611.8(2) LINTEL FOR FLAT WALLS
FIGURE R611.8(3) LINTELS FOR WAFFLE-GRID WALLS <\/td>\n<\/tr>\n
556<\/td>\nFIGURE R611.8(4) LINTELS FOR SCREEN-GRID WALLS <\/td>\n<\/tr>\n
557<\/td>\nTABLE R611.8(1) LINTEL DESIGN LOADING CONDITIONS <\/td>\n<\/tr>\n
558<\/td>\nTABLE R611.8(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
559<\/td>\nTABLE R611.8(2)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
560<\/td>\nTABLE R611.8(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
561<\/td>\nTABLE R611.8(3)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
562<\/td>\nTABLE R611.8(4) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
563<\/td>\nTABLE R611.8(4)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
564<\/td>\nTABLE R611.8(5) MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
565<\/td>\nTABLE R611.8(5)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
566<\/td>\nTABLE R611.8(6) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLS MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET <\/td>\n<\/tr>\n
567<\/td>\nTABLE R611.8(6)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLS MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET <\/td>\n<\/tr>\n
568<\/td>\nTABLE R611.8(7) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLS MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
569<\/td>\nTABLE R611.8(7)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLS MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
570<\/td>\nTABLE R611.8(8) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK SCREEN-GRID LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
571<\/td>\nTABLE R611.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS <\/td>\n<\/tr>\n
572<\/td>\nTABLE R611.8(9)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS
TABLE R611.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN-GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS <\/td>\n<\/tr>\n
573<\/td>\nTABLE R611.8.2 APPLICABLE REQUIREMENTS FOR LINTELS <\/td>\n<\/tr>\n
576<\/td>\nFIGURE R611.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
577<\/td>\nTABLE R611.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
578<\/td>\nFIGURE R611.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL FRAMING PARALLEL <\/td>\n<\/tr>\n
579<\/td>\nTABLE R611.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
580<\/td>\nFIGURE R611.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
581<\/td>\nTABLE R611.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
582<\/td>\nFIGURE R611.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PARALLEL <\/td>\n<\/tr>\n
583<\/td>\nTABLE R611.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
584<\/td>\nFIGURE R611.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
585<\/td>\nTABLE R611.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
586<\/td>\nFIGURE R611.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
587<\/td>\nTABLE R611.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
588<\/td>\nFIGURE R611.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
589<\/td>\nTABLE R611.9(7) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
590<\/td>\nFIGURE R611.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
591<\/td>\nTABLE R611.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
592<\/td>\nFIGURE R611.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
593<\/td>\nTABLE R611.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
594<\/td>\nFIGURE R611.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL FRAMING PARALLEL <\/td>\n<\/tr>\n
595<\/td>\nTABLE R611.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
596<\/td>\nFIGURE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
597<\/td>\nTABLE R611.9(11) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
598<\/td>\nFIGURE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
599<\/td>\nTABLE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
600<\/td>\nSECTION R612 EXTERIOR WINDOWS AND DOORS <\/td>\n<\/tr>\n
601<\/td>\nFIGURE R612.7.2(1) THROUGH THE FRAME
FIGURE R612.7.2(2) FRAME CLIP
FIGURE R612.7.2(3) THROUGH THE FRAME <\/td>\n<\/tr>\n
602<\/td>\nFIGURE R612.7.2(4) FRAME CLIP
FIGURE R612.7.2(5) THROUGH THE FLANGE
FIGURE R612.7.2(6) THROUGH THE FLANGE
FIGURE R612.7.2(7) FRAME CLIP
FIGURE R612.7.2(8) THROUGH THE FLANGE <\/td>\n<\/tr>\n
603<\/td>\nSECTION R613 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION
TABLE R613.3.1 MINIMUM PROPERTIES FOR POLYURETHANE INSULATION USED AS SIPS CORE <\/td>\n<\/tr>\n
604<\/td>\nFIGURE R613.4 SIP WALL PANEL <\/td>\n<\/tr>\n
605<\/td>\nTABLE R613.3.2 MINIMUM PROPERTIESa FOR ORIENTED STRAND BOARD FACER MATERIAL IN SIP WALLS <\/td>\n<\/tr>\n
606<\/td>\nTABLE R613.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY (inches)a <\/td>\n<\/tr>\n
607<\/td>\nTABLE R613.5(2) MINIMUM THICKNESS FOR SIP WALLS SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF (inches)a <\/td>\n<\/tr>\n
608<\/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
609<\/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
610<\/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
611<\/td>\nFIGURE R613.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT <\/td>\n<\/tr>\n
612<\/td>\nFIGURE R613.8 TYPICAL SIP CONNECTION DETAILS FOR VERTICAL IN-PLANE JOINTS
FIGURE R613.9 SIP CORNER FRAMING DETAIL <\/td>\n<\/tr>\n
613<\/td>\nTABLE R613.10 MAXIMUM SPANS FOR 1 17\/8-INCH-DEEP SIP HEADERS (feet)a
BIBLIOGRAPHY <\/td>\n<\/tr>\n
616<\/td>\nCHAPTER 7: WALL COVERING
SECTION R701 GENERAL
SECTION R702 INTERIOR COVERING <\/td>\n<\/tr>\n
617<\/td>\nFIGURE R701.2(1) PLASTER WALL COVERING\u2014APPLICABLE TERMS
FIGURE R701.2(2) GYPSUM APPLICATION\u2014TERMS <\/td>\n<\/tr>\n
618<\/td>\nTABLE R702.1(1) THICKNESS OF PLASTER
TABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa <\/td>\n<\/tr>\n
619<\/td>\nTABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME <\/td>\n<\/tr>\n
620<\/td>\nFIGURE R702.2(1) INTERIOR PLASTERING SYSTEM
FIGURE R702.2(2) VENEER PLASTER SYSTEM <\/td>\n<\/tr>\n
621<\/td>\nFIGURE R702.3.2(1) INTERIOR WALL COVERING\u2014DIRECT APPLICATION <\/td>\n<\/tr>\n
622<\/td>\nFIGURE R702.3.2(2) INTERIOR WALL COVERING-FURRED APPLICATION
FIGURE R702.3.2(3) INTERIOR WALL COVERING-FURRED APPLICATION OVER SOLID BACKING OR OVER STUDS <\/td>\n<\/tr>\n
623<\/td>\nTABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD <\/td>\n<\/tr>\n
624<\/td>\nFIGURE R702.3.5(1) GYPSUM BOARD APPLICATION
FIGURE R702.3.5(2) GYPSUM BOARD\u2014SINGLE-NAILING APPLICATION
FIGURE R702.3.5(3) GYPSUM BOARD\u2014DOUBLE-NAILING APPLICATION <\/td>\n<\/tr>\n
625<\/td>\nTABLE R702.3.7 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES <\/td>\n<\/tr>\n
626<\/td>\nFIGURE R702.3.7(1) HORIZONTAL GYPSUM BOARD CEILING DIAPHRAGM CONSTRUCTION
FIGURE R702.3.7(2) PERIMETER BLOCKING <\/td>\n<\/tr>\n
627<\/td>\nFIGURE R702.4.1 INTERIOR WALL TILE INSTALLATION <\/td>\n<\/tr>\n
628<\/td>\nFIGURE R702.4.2 EXAMPLE OF WALL TILE INSTALLATION TUB AND SHOWER AREA <\/td>\n<\/tr>\n
629<\/td>\nTABLE R702.7.1 CLASS III VAPOR RETARDERS <\/td>\n<\/tr>\n
630<\/td>\nFIGURE R702.7 TYPICAL WOOD STUD WALL CONSTRUCTION
SECTION R703 EXTERIOR COVERING <\/td>\n<\/tr>\n
633<\/td>\nFIGURE R703.3.1(1) VERTICAL JOINT TREATMENT OF PANEL SIDING
FIGURE R703.3.1(2) HORIZONTAL JOINT TREATMENT OF PANEL SIDING <\/td>\n<\/tr>\n
634<\/td>\nTABLE R703.4 WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
635<\/td>\nTABLE R703.4\u2014continued WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
636<\/td>\nTABLE R703.5.2 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa, b, c (Dimensions are in inches) <\/td>\n<\/tr>\n
637<\/td>\nFIGURE R703.6(1) EXTERIOR PLASTERING SYSTEM
FIGURE R703.6(2) EXTERIOR PLASTER-WOOD FRAME ON CONCRETE FLOOR SLAB <\/td>\n<\/tr>\n
638<\/td>\nFIGURE R703.6(3) WEEP SCREED FOR EXTERIOR PLASTER ON STUD <\/td>\n<\/tr>\n
640<\/td>\nFIGURE R703.7 MASONRY VENEER WALL DETAILS <\/td>\n<\/tr>\n
641<\/td>\nFIGURE R703.7\u2014continued MASONRY VENEER WALL DETAILS <\/td>\n<\/tr>\n
642<\/td>\nTABLE R703.7(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C
TABLE R703.7(2) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, WOOD FRAMING, SEISMIC DESIGN CATEGORIES D0, D1 AND D2 <\/td>\n<\/tr>\n
643<\/td>\nFIGURE R703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES <\/td>\n<\/tr>\n
644<\/td>\nFIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS <\/td>\n<\/tr>\n
645<\/td>\nTABLE R703.7.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER
TABLE R703.7.3.2 HEIGHT OF MASONRY VENEER ABOVE OPENING
FIGURE R703.7.3.2 MASONRY VENEER OPENING <\/td>\n<\/tr>\n
646<\/td>\nTABLE R703.7.4 TIE ATTACHMENT AND AIR SPACE REQUIREMENTS <\/td>\n<\/tr>\n
648<\/td>\nFIGURE R703.8 FLASHING EXAMPLES <\/td>\n<\/tr>\n
651<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
652<\/td>\nCHAPTER 8: ROOF-CEILING CONSTRUCTION
SECTION R801 GENERAL
SECTION R802 WOOD ROOF FRAMING <\/td>\n<\/tr>\n
655<\/td>\nFIGURE R802.3(1) RIDGE BOARD
FIGURE R802.3(2) RIDGE ALTERNATIVE\u2014GUSSET PLATE TIE <\/td>\n<\/tr>\n
656<\/td>\nFIGURE R802.3.1(1) CEILING JOIST AT SUPPORTS
FIGURE R802.3.1(2) ROOF FRAMING WITH CEILING JOISTS NOT PARALLEL TO RAFTERS <\/td>\n<\/tr>\n
657<\/td>\nFIGURE R802.3.1(3) ROOF FRAMING WITH CEILING JOISTS PARALLEL TO RAFTERS
FIGURE R802.3.2(1) LAPPED CEILING JOIST CONNECTION PROVIDING RESISTANCE TO RAFTER THRUST <\/td>\n<\/tr>\n
658<\/td>\nFIGURE R802.3.2(2) BUTTED CEILING JOIST CONNECTION PROVIDING RESISTANCE TO RAFTER THRUST <\/td>\n<\/tr>\n
659<\/td>\nFIGURE R802.5.1 BRACED RAFTER CONSTRUCTION <\/td>\n<\/tr>\n
660<\/td>\nFIGURE R802.5.1(1) EXAMPLE OF PURLIN INSTALLATION <\/td>\n<\/tr>\n
661<\/td>\nTABLE R802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
662<\/td>\nTABLE R802.4(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
663<\/td>\nTABLE R802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
664<\/td>\nTABLE R802.4(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
665<\/td>\nTABLE R802.5.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
666<\/td>\nTABLE R802.5.1(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
667<\/td>\nTABLE R802.5.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
668<\/td>\nTABLE R802.5.1(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
669<\/td>\nTABLE R802.5.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
670<\/td>\nTABLE R802.5.1(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
671<\/td>\nTABLE R802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
672<\/td>\nTABLE R802.5.1(4)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
673<\/td>\nTABLE R802.5.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
674<\/td>\nTABLE R802.5.1(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
675<\/td>\nTABLE R802.5.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
676<\/td>\nTABLE R802.5.1(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
677<\/td>\nTABLE R802.5.1(7) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
678<\/td>\nTABLE R802.5.1(7)\u2014continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
679<\/td>\nTABLE R802.5.1(8) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
680<\/td>\nTABLE R802.5.1(8)\u2014continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
681<\/td>\nTABLE R802.5.1(9) RAFTER\/CEILING JOIST HEEL JOINT CONNECTIONS <\/td>\n<\/tr>\n
682<\/td>\nFIGURE R802.7.1.1 RAFTER NOTCH <\/td>\n<\/tr>\n
683<\/td>\nFIGURE R802.7.1.2 CEILING JOIST TAPER CUT <\/td>\n<\/tr>\n
685<\/td>\nSECTION R803 ROOF SHEATHING <\/td>\n<\/tr>\n
686<\/td>\nTABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (POUNDS PER CONNECTION) <\/td>\n<\/tr>\n
687<\/td>\nTABLE R802.11\u2014continued RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (POUNDS PER CONNECTION)
TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING <\/td>\n<\/tr>\n
688<\/td>\nSECTION R804 STEEL ROOF FRAMING <\/td>\n<\/tr>\n
689<\/td>\nFIGURE R804.1.2 IN-LINE FRAMING
TABLE R804.2(1) LOAD-BEARING COLD-FORMED STEEL MEMBER SIZES <\/td>\n<\/tr>\n
690<\/td>\nTABLE R804.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS
FIGURE R804.2(1) C-SHAPED SECTION
FIGURE R804.2(2) TRACKSECTION <\/td>\n<\/tr>\n
691<\/td>\nTABLE R804.2.4 SCREW SUBSTITUTION FACTOR
FIGURE R804.2.5.1 WEB HOLES <\/td>\n<\/tr>\n
692<\/td>\nFIGURE R804.2.5.3 WEB HOLE PATCH <\/td>\n<\/tr>\n
693<\/td>\nFIGURE R804.3 STEEL ROOF CONSTRUCTION
TABLE R804.3 ROOF FRAMING FASTENING SCHEDULE <\/td>\n<\/tr>\n
694<\/td>\nTABLE R804.3.1.1(1) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 10 PSF LIVE LOAD (NO ATTIC STORAGE) 33 KSI STEEL <\/td>\n<\/tr>\n
695<\/td>\nTABLE R804.3.1.1(2) CEILING JOIST SPANS TWO EQUAL SPANS WITH BEARING STIFFENERS 10 PSF LIVE LOAD (NO ATTIC STORAGE) 33 KSI STEEL <\/td>\n<\/tr>\n
696<\/td>\nTABLE R804.3.1.1(3) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE) 33 KSI STEEL <\/td>\n<\/tr>\n
697<\/td>\nTABLE R804.3.1.1(4) CEILING JOIST SPANS TWO EQUAL SPANS WITH BEARING STIFFENERS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE) 33 KSI STEEL <\/td>\n<\/tr>\n
698<\/td>\nTABLE R804.3.1.1(5) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 10 PSF LIVE LOAD (NO ATTIC STORAGE) 33 KSI STEEL <\/td>\n<\/tr>\n
699<\/td>\nTABLE R804.3.1.1(6) CEILING JOIST SPANS TWO EQUAL SPANS WITHOUT BEARING STIFFENERS 10 PSF LIVE LOAD (NO ATTIC STORAGE) 33 KSI STEEL <\/td>\n<\/tr>\n
700<\/td>\nTABLE R804.3.1.1(7) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE) 33 KSI STEEL <\/td>\n<\/tr>\n
701<\/td>\nTABLE R804.3.1.1(8) CEILING JOIST SPANS TWO EQUAL SPANS WITHOUT BEARING STIFFENERS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE) 33 KSI STEEL <\/td>\n<\/tr>\n
702<\/td>\nTABLE R804.3.1.1(9) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTIONa
FIGURE R804.3.1.1(1) JOIST TO RAFTER CONNECTION <\/td>\n<\/tr>\n
703<\/td>\nFIGURE R804.3.1.1(2) BEARING STIFFENER <\/td>\n<\/tr>\n
704<\/td>\nFIGURE R804.3.1.4(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPE, TRACK OR COLD-ROLLED CHANNEL
FIGURE R804.3.1.4(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING <\/td>\n<\/tr>\n
705<\/td>\nFIGURE R804.3.1.5 SPLICED CEILING JOISTS <\/td>\n<\/tr>\n
707<\/td>\nTABLE R804.3.2.1(1) ROOF RAFTER SPANS 33 KSI STEEL <\/td>\n<\/tr>\n
708<\/td>\nTABLE R804.3.2.1(2) ROOF RAFTER SPANS 50 KSI STEEL <\/td>\n<\/tr>\n
709<\/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
710<\/td>\nFIGURE R804.3.2.4 HIP MEMBER OR RIDGE MEMBER CONNECTION
TABLE R804.3.2.4 SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR HIP RAFTER TO HIP MEMBER OR ROOF RAFTER TO RIDGE MEMBER CONNECTIONa <\/td>\n<\/tr>\n
711<\/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
712<\/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
713<\/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
714<\/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
715<\/td>\nFIGURE R804.3.3.4(4) HIP CONNECTIONS AT RIDGE AND BOX COLUMN <\/td>\n<\/tr>\n
716<\/td>\nFIGURE R804.3.3.4(5) HIP MEMBER CONNECTION AT WALL CORNER <\/td>\n<\/tr>\n
717<\/td>\nFIGURE R804.3.6(1) ROOF OR CEILING OPENING
FIGURE R804.3.6(2) HEADER TO TRIMMER CONNECTION <\/td>\n<\/tr>\n
718<\/td>\nTABLE R804.3.8(1) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FEET <\/td>\n<\/tr>\n
719<\/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 FEET <\/td>\n<\/tr>\n
720<\/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 FEET <\/td>\n<\/tr>\n
721<\/td>\nFIGURE R804.3.8(3) ROOF BLOCKING DETAIL
SECTION R805 CEILING FINISHES
SECTION R806 ROOF VENTILATION <\/td>\n<\/tr>\n
724<\/td>\nTABLE R806.5 INSULATION FOR CONDENSATION CONTROL
BIBLIOGRAPHY <\/td>\n<\/tr>\n
726<\/td>\nCHAPTER 9: ROOF ASSEMBLIES
SECTION R901 GENERAL
SECTION R902 ROOF CLASSIFICATION <\/td>\n<\/tr>\n
727<\/td>\nSECTION R903 WEATHER PROTECTION <\/td>\n<\/tr>\n
728<\/td>\nSECTION R904 MATERIALS <\/td>\n<\/tr>\n
729<\/td>\nSECTION R905 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
730<\/td>\nFIGURE R905.2.2(1) ASPHALT ROOFING SINGLES APPLICATION HIGH SLOPE (4:12 MINIMUM)
FIGURE R905.2.2(2) APPLICATION OF ASPHALT SHINGLE SLOPES BETWEEN 2:12 AND 4:12 <\/td>\n<\/tr>\n
731<\/td>\nTABLE 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
732<\/td>\nFIGURE R905.2.7 LOW-SLOPE DOUBLE-PLY UNDERLAYMENT APPICATION <\/td>\n<\/tr>\n
734<\/td>\nFIGURE R905.2.7.1(1) POSSIBLE WATER DAMAGE FROM AN ICE DAM
FIGURE R905.2.7.1(2) PROTECTIVE ICE BARRIER <\/td>\n<\/tr>\n
735<\/td>\nTABLE R905.2.8.2 VALLEY LINING MATERIAL
FIGURE R905.2.8.2(1) FLASHING FOR OPEN ROOF VALLEY
FIGURE R905.2.8.2(2) FLASHING FOR WOVEN VALLEY <\/td>\n<\/tr>\n
736<\/td>\nFIGURE R905.2.8.3 FLASHING AT SIDE WALL
FIGURE R905.2.8.4 CHIMNEY FLASHING DETAIL <\/td>\n<\/tr>\n
737<\/td>\nFIGURE R905.3 ROLL AND FLAT TILE EXAMPLES <\/td>\n<\/tr>\n
739<\/td>\nTABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT <\/td>\n<\/tr>\n
740<\/td>\nFIGURE R905.3.7(1) APPLICATION OF ROLL TILE
FIGURE R905.3.7(2) TILE ROOF GABLE RAKE SECTION
FIGURE R905.3.7(3) TILE ROOF EAVE SECTION <\/td>\n<\/tr>\n
741<\/td>\nFIGURE R905.3.7(4) TILE ROOF RIDGE SECTION
FIGURE R905.3.8(1) TILE ROOF FLASHING AT VALLEY
FIGURE R905.3.8(2) TILE ROOF FLASHING AT ROOF ABUTTING CHIMNEY\/WALL <\/td>\n<\/tr>\n
742<\/td>\nFIGURE R905.3.8(3) TILE ROOF CHIMNEY FLASHING DETAIL
FIGURE R905.3.8(4) TILE ROOF FLASHING FOR A VENT PIPE <\/td>\n<\/tr>\n
745<\/td>\nTABLE R905.6.5 SLATE SHINGLE HEADLAP <\/td>\n<\/tr>\n
746<\/td>\nTABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS
FIGURE R905.7.4 WOOD SHINGLE GRADE DESCRIPTION AND EXAMPLE LABEL <\/td>\n<\/tr>\n
747<\/td>\nTABLE R905.7.5 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
FIGURE R905.7.5(1) WOOD SHINGLE APPLICATION <\/td>\n<\/tr>\n
748<\/td>\nFIGURE R905.7.5(2) FASTENER PENETRATION <\/td>\n<\/tr>\n
749<\/td>\nFIGURE R905.7.6 WOOD SHINGLE VALLEY FLASHING <\/td>\n<\/tr>\n
750<\/td>\nTABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS
TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
751<\/td>\nFIGURE R905.8.6 WOOD SHAKE APPLICATION <\/td>\n<\/tr>\n
752<\/td>\nFIGURE R905.8.7 WOOD SHAKE APPLICATION ON ROOFS WITH SLOPES NOT LESS THAN 3 IN 12
FIGURE R905.8.9 WOOD SHAKE DESCRIPTION AND EXAMPLE LABELS <\/td>\n<\/tr>\n
753<\/td>\nTABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
755<\/td>\nFIGURE R905.9.3(1) BUILT-UP ROOF\u2014NAILABLE DECK APPLICATION
FIGURE R905.9.3(2) BUILT-UP ROOF\u2014APPLICATION TO NONNAILABLE DECK BY SPOT MOPPING <\/td>\n<\/tr>\n
756<\/td>\nFIGURE 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
TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE <\/td>\n<\/tr>\n
758<\/td>\nTABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
759<\/td>\nTABLE R905.14.3 PROTECTIVE COATING MATERIAL STANDARDS <\/td>\n<\/tr>\n
760<\/td>\nSECTION R906 ROOF INSULATION <\/td>\n<\/tr>\n
761<\/td>\nTABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION R907 REROOFING <\/td>\n<\/tr>\n
762<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
766<\/td>\nCHAPTER 10: CHIMNEYS AND FIREPLACES
SECTION R1001 MASONRY FIREPLACES <\/td>\n<\/tr>\n
768<\/td>\nTABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS <\/td>\n<\/tr>\n
769<\/td>\nFIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS <\/td>\n<\/tr>\n
770<\/td>\nFIGURE R1001.6(1) SECTION THROUGH FIREPLACE <\/td>\n<\/tr>\n
771<\/td>\nFIGURE R1001.6(2) RUMFORD FIREPLACE <\/td>\n<\/tr>\n
772<\/td>\nFIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES <\/td>\n<\/tr>\n
773<\/td>\nSECTION R1002 MASONRY HEATERS <\/td>\n<\/tr>\n
774<\/td>\nSECTION R1003 MASONRY CHIMNEYS
FIGURE R1003.2 TYPICAL MASONRY CHIMNEY <\/td>\n<\/tr>\n
776<\/td>\nFIGURE R1003.5(1) INDIVIDUAL CORBELS
FIGURE R1003.5(2) CORBELING FROM FOUNDATION WALL <\/td>\n<\/tr>\n
778<\/td>\nFIGURE R1003.12 MULTIPLE FLUES <\/td>\n<\/tr>\n
779<\/td>\nTABLE R1003.14(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa
TABLE R1003.14(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES <\/td>\n<\/tr>\n
780<\/td>\nFIGURE R1003.15.1 MULTIPLE FLUES <\/td>\n<\/tr>\n
781<\/td>\nFIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
782<\/td>\nFIGURE R1003.16 CHIMNEY WITH INLET\u2014MINIMUM CLEARANCES TO COMBUSTIBLE FIRESTOPPING
FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES <\/td>\n<\/tr>\n
783<\/td>\nTABLE R1003.20 CRICKET DIMENSIONS
FIGURE R1003.20 CHIMNEY CRICKET
SECTION R1004 FACTORY-BUILT FIREPLACES <\/td>\n<\/tr>\n
784<\/td>\nSECTION R1005 FACTORY-BUILT CHIMNEYS <\/td>\n<\/tr>\n
785<\/td>\nFIGURE R1005.6 EXAMPLE OF FACTORY-BUILT FIREPLACE AND CHIMENY
SECTION R1006 EXTERIOR AIR SUPPLY <\/td>\n<\/tr>\n
786<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
788<\/td>\nPART IV\u2014ENERGY CONSERVATION
CHAPTER 11 [RE]: ENERGY EFFICIENCY
SECTION N1101 GENERAL <\/td>\n<\/tr>\n
789<\/td>\nFIGURE N1101.1(1) CONDITIONED ENVELOPE
FIGURE N1101.1(2) BUILDING ENVELOPE <\/td>\n<\/tr>\n
796<\/td>\nFIGURE N1101.9 BASEMENT WALLS <\/td>\n<\/tr>\n
805<\/td>\nFIGURE N1101.10 (R301.1) CLIMATE ZONES <\/td>\n<\/tr>\n
806<\/td>\nTABLE N1101.10 (R301.1) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
807<\/td>\nTABLE N1101.10 (R301.1)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
808<\/td>\nTABLE N1101.10 (R301.1)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
809<\/td>\nTABLE N1101.10 (R301.1)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
810<\/td>\nTABLE N1101.10 (R301.1)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
811<\/td>\nTABLE N1101.10 (R301.1)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
812<\/td>\nTABLE N1101.10 (R301.1)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
813<\/td>\nTABLE N1101.10 (R301.1)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
814<\/td>\nTABLE N1101.10 (R301.1)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
815<\/td>\nTABLE N1101.10 (R301.1)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
816<\/td>\nTABLE N1101.10 (R301.1)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
817<\/td>\nTABLE N1101.10 (R301.1)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
818<\/td>\nTABLE N1101.10 (R301.1)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
TABLE N1101.10.2(1) [R302.3(1)] INTERNATIONAL CLIMATE ZONE DEFINITIONS <\/td>\n<\/tr>\n
819<\/td>\nTABLE N1101.10.2(2) [R301.3(2)] INTERNATIONAL CLIMATE ZONE DEFINITIONS <\/td>\n<\/tr>\n
820<\/td>\nFIGURE N1101.12.1 SAMPLE CERTIFICATE OF INSULATION <\/td>\n<\/tr>\n
822<\/td>\nTABLE N1101.12.3(1) [R303.1.3(1)] DEFAULT GLAZED FENESTRATION U-FACTOR
TABLE N1101.12.3(2) [R303.1.3(2)] DEFAULT DOOR U-FACTORS
TABLE N1101.12.3(3) [R303.1.3(3)] DEFAULT GLAZED FENESTRATION SHGC AND VT <\/td>\n<\/tr>\n
823<\/td>\nFIGURE N1101.12.3(1) SAMPLE NATIONAL FENESTRATION RATING COUNCIL (NFRC) LABEL
FIGURE N1101.12.3(2) VISUALLY VERIFIABLE WINDOW CHARACTERISTICS <\/td>\n<\/tr>\n
825<\/td>\nFIGURE N1101.16 CERTIFICATE <\/td>\n<\/tr>\n
826<\/td>\nSECTION N1102 BUILDING THERMAL ENVELOPE <\/td>\n<\/tr>\n
827<\/td>\nTABLE N1102.1.1 (R402.1.1) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa <\/td>\n<\/tr>\n
828<\/td>\nFIGURE N1102.1.2 EXTERIOR R-VALUES <\/td>\n<\/tr>\n
829<\/td>\nTABLE N1102.1.3 (R402.1.3) EQUIVALENT U-FACTORSa <\/td>\n<\/tr>\n
832<\/td>\nFIGURE N1102.2.1(1) TYPICAL ROOF ASSEMBLY
FIGURE N1102.2.1(2) RAISED-HEEL TRUSS <\/td>\n<\/tr>\n
834<\/td>\nFIGURE 1102.2.5(1) EXTERIOR INSULATION
FIGURE 1102.2.5(2) INTERIOR INSULATION <\/td>\n<\/tr>\n
835<\/td>\nTABLE N1102.2.6 (R402.2.6) STEEL-FRAME CEILING, WALL AND FLOOR INSULATION (R-VALUE) <\/td>\n<\/tr>\n
836<\/td>\nFIGURE N1102.2.8(1) WALK-OUT BASEMENT
FIGURE N1102.2.8(2) WALK-OUT BASEMENT <\/td>\n<\/tr>\n
837<\/td>\nFIGURE N1102.2.9 SLAB INSULATION METHODS <\/td>\n<\/tr>\n
838<\/td>\nFIGURE N1102.2.10 CRAWL SPACE WALL INSULATION <\/td>\n<\/tr>\n
842<\/td>\nFIGURE N1102.4 TYPICAL SOURCES OF AIR LEAKAGE <\/td>\n<\/tr>\n
843<\/td>\nTABLE N1102.4.1.1 (R402.4.1.1) AIR BARRIER AND INSULATION INSTALLATION <\/td>\n<\/tr>\n
845<\/td>\nFIGURE N1102.4.3 IC-RATED RECESSED LIGHT <\/td>\n<\/tr>\n
846<\/td>\nSECTION N1103 SYSTEMS <\/td>\n<\/tr>\n
848<\/td>\nTABLE N1103.4.2 (R403.4.2) MAXIMUM RUN LENGTH (feet)a
TABLE N1103.5.1 (R403.5.1) MECHANICAL VENTILATION SYSTEM FAN EFFICACY <\/td>\n<\/tr>\n
850<\/td>\nSECTION N1104 ELECTRICAL POWER AND LIGHTING SYSTEMS (MANDATORY)
SECTION N1105 SIMULATED PERFORMANCE ALTERNATIVE (PERFORMANCE) <\/td>\n<\/tr>\n
859<\/td>\nTABLE N1105.5.2(1) [R405.5.2(1)] SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS <\/td>\n<\/tr>\n
860<\/td>\nTABLE N1105.5.2(1) [R405.5.2(1)]\u2014continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS <\/td>\n<\/tr>\n
861<\/td>\nTABLE N1105.5.2(1) [R405.5.2(1)]\u2014continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS <\/td>\n<\/tr>\n
862<\/td>\nTABLE N1105.5.2(2) [R405.5.2(2)] DEFAULT DISTRIBUTION SYSTEM EFFICIENCIES FOR PROPOSED DESIGNSa
BIBLIOGRAPHY <\/td>\n<\/tr>\n
864<\/td>\nINDEX <\/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>\n2012<\/td>\n881<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":88351,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-88350","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\/88350","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\/88351"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=88350"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=88350"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=88350"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}