{"id":175848,"date":"2024-10-19T10:53:58","date_gmt":"2024-10-19T10:53:58","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-irc-commentaryvol-i-2ndptg-2015\/"},"modified":"2024-10-25T03:08:21","modified_gmt":"2024-10-25T03:08:21","slug":"icc-irc-commentaryvol-i-2ndptg-2015","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-irc-commentaryvol-i-2ndptg-2015\/","title":{"rendered":"ICC IRC CommentaryVol I 2ndptg 2015"},"content":{"rendered":"

This comprehensive publication provides a convenient reference for regulations in chapters 1 through 11 of the 2015 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 2015 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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2015 INTERNATIONAL RESIDENTIAL CODE AND COMMENTARY VOLUME 1 <\/td>\n<\/tr>\n
2<\/td>\n2015 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\u2014ADMINISTRATIVE
CHAPTER 1: SCOPE AND ADMINISTRATION
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
SECTION R104 DUTIES AND POWERS OF THE BUILDING OFFICIAL <\/td>\n<\/tr>\n
14<\/td>\nFIGURE R104.5 PERSONNEL IDENTIFICATION BADGE <\/td>\n<\/tr>\n
17<\/td>\nSECTION R105 PERMITS <\/td>\n<\/tr>\n
21<\/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
29<\/td>\nFIGURE R110.3 CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n
30<\/td>\nSECTION R111 SERVICE UTILITIES <\/td>\n<\/tr>\n
31<\/td>\nSECTION R112 BOARD OF APPEALS
SECTION R113 VIOLATIONS <\/td>\n<\/tr>\n
32<\/td>\nSECTION R114 STOP WORK ORDER
BIBLIOGRAPHY <\/td>\n<\/tr>\n
33<\/td>\nFIGURE R114.1 STOP WORK ORDER <\/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 <\/td>\n<\/tr>\n
36<\/td>\nFIGURE R202(1) AIR ADMITTANCE VALVE OPEN TO ADMIT AIR TO RELIEVE NEGATIVE PRESSURE
FIGURE R202(2) AIR ADMITTANCE VALVE CLOSES AND SEALS VENT UNDER ZERO OR POSITIVE PRESSURE <\/td>\n<\/tr>\n
37<\/td>\nFIGURE R202(3) AIR GAP, AIR BREAK <\/td>\n<\/tr>\n
41<\/td>\nFIGURE R202(4) BRANCH VENT <\/td>\n<\/tr>\n
42<\/td>\nFIGURE R202(5) DRAINAGE SYSTEM COMPONENTS <\/td>\n<\/tr>\n
46<\/td>\nFIGURE R202(6) ELECTRIC HYDRONIC CONVECTOR <\/td>\n<\/tr>\n
50<\/td>\nFIGURE R202(7) FULL OPENING EXHAUST HOOD <\/td>\n<\/tr>\n
53<\/td>\nFIGURE R202(8) FIRE-SEPERATION DISTANCE
FIGURE R202(9) FIXTURE AND HORIZONTAL BRANCH DRAIN
FIGURE R202(10) FIXTURE DRAIN <\/td>\n<\/tr>\n
58<\/td>\nFIGURE R202(11) HEIGHT OF BUILDING
FIGURE R202(12) STORY HEIGHT <\/td>\n<\/tr>\n
59<\/td>\nFIGURE R202(13) HIGH TEMPERATURE CHIMNEY <\/td>\n<\/tr>\n
72<\/td>\nFIGURE R202(14) RUNNING BOND MASONRY <\/td>\n<\/tr>\n
75<\/td>\nFIGURE R202(15) THREE STORY BUILDING <\/td>\n<\/tr>\n
77<\/td>\nFIGURE R202(16) SUMP PUMP <\/td>\n<\/tr>\n
78<\/td>\nFIGURE R202(17) DEPTH OF WATER SEAL <\/td>\n<\/tr>\n
82<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
84<\/td>\nPART III\u2014BUILDING PLANNING AND CONSTRUCTION
CHAPTER 3: BUILDING PLANNING
GENERAL COMMENTS <\/td>\n<\/tr>\n
85<\/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 <\/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 971\/2 -PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES <\/td>\n<\/tr>\n
92<\/td>\nFIGURE R301.2(2) SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
93<\/td>\nFIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
94<\/td>\nFIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
95<\/td>\nFIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
96<\/td>\nFIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
97<\/td>\nFIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETE <\/td>\n<\/tr>\n
98<\/td>\nFIGURE R301.2(4) A ULTIMATE DESIGN WIND SPEEDS <\/td>\n<\/tr>\n
99<\/td>\nFIGURE R301.2(4)B REGIONS WHERE WIND DESIGN IS REQUIRED <\/td>\n<\/tr>\n
100<\/td>\nFIGURE R301.2(5) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb\/ft2) <\/td>\n<\/tr>\n
101<\/td>\nFIGURE R301.2(5)\u2014continued GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb\/ft2) <\/td>\n<\/tr>\n
102<\/td>\nFIGURE R301.2(6) TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
103<\/td>\nFIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES
FIGURE R301.2(8) FROST LINE DEPTH <\/td>\n<\/tr>\n
104<\/td>\nFIGURE R301.2.1 WIND FORCES ACTING ON AREA <\/td>\n<\/tr>\n
107<\/td>\nFIGURE R301.2.1.1.1 SUNROOM MINIMUM REQUIREMENTS <\/td>\n<\/tr>\n
108<\/td>\nTABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
TABLE R301.2.1.3 WIND SPEED CONVERSIONS <\/td>\n<\/tr>\n
110<\/td>\nTABLE R301.2.1.5.1 ULTIMATE DESIGN WIND SPEED MODIFICATION FOR TOPOGRAPHIC WIND EFFECT <\/td>\n<\/tr>\n
111<\/td>\nFIGURE R301.2.1.5.1(1) TOPOGRAPHIC FEATURES FOR WIND SPEED-UP EFFECT
FIGURE 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
112<\/td>\nFIGURE R301.2.2 SEISMIC FORCE <\/td>\n<\/tr>\n
113<\/td>\nTABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION <\/td>\n<\/tr>\n
116<\/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
117<\/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 <\/td>\n<\/tr>\n
118<\/td>\nFIGURE R301.2.2.2.5(5) BRACED WALL PANEL EXTENSION OVER OPENING
FIGURE R301.2.2.2.5(6) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS
FIGURE R301.2.2.2.5(7) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY <\/td>\n<\/tr>\n
119<\/td>\nFIGURE R301.2.2.2.5(8) BRACED WALL LINES NOT PERPENDICULAR <\/td>\n<\/tr>\n
122<\/td>\nFIGURE R301.4 MINIMUM DESIGN DEAD LOADS FOR TYPICAL RESIDENTIAL COMPONENTS <\/td>\n<\/tr>\n
123<\/td>\nTABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot)
TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION <\/td>\n<\/tr>\n
124<\/td>\nTABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
FIGURE R301.7 BEAM DEFLECTION
SECTION R302 FIRE-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
126<\/td>\nTABLE R302.1(1) EXTERIOR WALLS <\/td>\n<\/tr>\n
127<\/td>\nTABLE R302.1(2) EXTERIOR WALLS\u2014DWELLINGS WITH FIRE SPRINKLERS
FIGURE R302.1(1) EXTERIOR WALLS AND PROJECTIONS FOR DWELLINGS WITHOUT AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
128<\/td>\nFIGURE R302.1(2) EXTERIOR WALL FIRE-RESISTANCE-RATED REQUIREMENTS AND PROHIBITED OPENINGS FOR DWELLINGS WITHOUT AUTOMATIC SPRINKLER SYSTEMS
FIGURE R302.1(3) EXTERIOR WALL FIRE-RESISTANCE-RATED REQUIREMENTS AND PROHIBITED OPENINGS FOR DWELLINGS WITHOUT AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
129<\/td>\nFIGURE R302.1 MINIMUM FIRE SEPARATION DISTANCE COMPARISON (NONRATED CONSTRUCTION)
FIGURE R302.2 DWELLING UNIT SEPARATION FOR TOWNHOUSES <\/td>\n<\/tr>\n
131<\/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
132<\/td>\nFIGURE R302.2.3 PARAPET REQUIREMENTS <\/td>\n<\/tr>\n
133<\/td>\nFIGURE R302.3 DWELLING UNIT SEPARATIONS IN TWO-FAMILY DWELLINGS <\/td>\n<\/tr>\n
134<\/td>\nFIGURE R302.3.1 SUPPORT OF DWELLING UNIT SEPARATION <\/td>\n<\/tr>\n
135<\/td>\nFIGURE R302.4.1 TYPES OF PENETRATIONS <\/td>\n<\/tr>\n
137<\/td>\nFIGURE R302.4.2(1) MEMBRANE PENETRATION BY OUTLET BOX <\/td>\n<\/tr>\n
138<\/td>\nFIGURE R302.4.2(2) EXCEPTION TO ANNULAR SPACE PROTECTION <\/td>\n<\/tr>\n
139<\/td>\nFIGURE R302.5.2 GARAGE\/DWELLING SEPARATION <\/td>\n<\/tr>\n
140<\/td>\nTABLE R302.6 DWELLING-GARAGE SEPARATION
FIGURE R302.6 SEPARATION BETWEEN ATTACHED GARAGES AND DWELLING UNITS <\/td>\n<\/tr>\n
142<\/td>\nFIGURE R302.9.4 INTERIOR FIRE TEST ROOM DIMENSIONS <\/td>\n<\/tr>\n
143<\/td>\nFIGURE R302.10.1 INSULATION FACING <\/td>\n<\/tr>\n
144<\/td>\nFIGURE R302.11(1) FIRESTOPPING\u2014BALLON 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
145<\/td>\nFIGURE R302.11(6) FIRESTOPPING\u2014AT TUB
FIGURE R301.11(7) FIRESTOPPING\u2014AT STAIRWAYS
FIGURE R302.11(8) FIRESTOPPING\u2014AROUND PIPING <\/td>\n<\/tr>\n
146<\/td>\nFIGURE R302.11(9) FIRESTOPPING\u2014AROUND MASONRY CHIMNEYS AND FIREPLACES <\/td>\n<\/tr>\n
148<\/td>\nFIGURE 302.12(1) DRAFTSTOPPING OF CEILING SUSPENDED UNDER FLOOR FRAMING <\/td>\n<\/tr>\n
149<\/td>\nFIGURE 302.12(2) DRAFTSTOPPING OF TRUSS-TYPE FLOOR FRAMING <\/td>\n<\/tr>\n
150<\/td>\nSECTION R303 LIGHT, VENTILATION AND HEATING <\/td>\n<\/tr>\n
151<\/td>\nFIGURE R303.2 NATURAL LIGHT <\/td>\n<\/tr>\n
152<\/td>\nFIGURE R303.4.1 AIR INTAKE OPENING LOCATIONS <\/td>\n<\/tr>\n
154<\/td>\nFIGURE R303.7 STAIRWAY ILLUMINATION <\/td>\n<\/tr>\n
155<\/td>\nFIGURE R303.10 REQUIRED HEATING
SECTION R304 MINIMUM ROOM AREAS
FIGURE R304.1 ROOM AREA AND DIMENSIONS
FIGURE R304.3 HEIGHT EFFECT ON ROOM AREA <\/td>\n<\/tr>\n
156<\/td>\nSECTION R305 CEILING HEIGHT <\/td>\n<\/tr>\n
157<\/td>\nSECTION R306 SANITATION
SECTION R307 TOILET, BATH AND SHOWER SPACES
SECTION R308 GLAZING <\/td>\n<\/tr>\n
158<\/td>\nFIGURE R307.1 MINIMUM FIXTURE CLEARANCES <\/td>\n<\/tr>\n
161<\/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
FIGURE R308.4(1) HAZARDOUS LOCATIONS <\/td>\n<\/tr>\n
162<\/td>\nFIGURE R308.4(2) PROTECTIVE BAR ALTERNATIVE (Section R308.4.3, Exception 2)
FIGURE R308.4(3) GLAZING IN PANELS ADJACENT TO DOORS\u2014ELEVATION(Section R308.4.2) <\/td>\n<\/tr>\n
163<\/td>\nFIGURE R308.4(4) GLAZING IN PANELS ADJACENT TO DOORS\u2014PLAN (Section R308.4.2)
FIGURE R308.4(5) BARRIER BETWEEN GLAZING AND DOOR (Section R308.4.2, Exception 2) <\/td>\n<\/tr>\n
164<\/td>\nFIGURE R308.4(6) GLAZING IN PANELS ADJACENT TO DOORS -PLAN (Section R308.4.2, Item 2)
FIGURE R308.4(7) GLAZING WITHIN A SHOWER ENCLOSURE <\/td>\n<\/tr>\n
165<\/td>\nFIGURE R308.4(8) GLAZING IN WET AREAS ADJACENT OT HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND SWIMMING POOLS
FIGURE R308.4(9) GLAZING AND WET SURFACES-PLAN VIEW (Section R308.4.5, Exception) <\/td>\n<\/tr>\n
166<\/td>\nFIGURE R308.4(10) GLAZING ADJACENT TO STAIRWAYS (Section to R308.4.6)
FIGURE R308.4(11) GLAZING ADJACENT TO THE BOTTOM STAIR LANDING (Section R308.4.7) <\/td>\n<\/tr>\n
168<\/td>\nFIGURE R308.4.7 PROHIBITED GLAZING LOCATIONS AT BOTTOM STAIR LANDINGS <\/td>\n<\/tr>\n
171<\/td>\nSECTION R309 GARAGES AND CARPORTS
SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS <\/td>\n<\/tr>\n
173<\/td>\nFIGURE R310.2.1 EMERGENCY ESCAPE AND RESCUE WINDOW <\/td>\n<\/tr>\n
174<\/td>\nFIGURE R310.2.3 WINDOW WELLS <\/td>\n<\/tr>\n
176<\/td>\nSECTION R311 MEANS OF EGRESS <\/td>\n<\/tr>\n
177<\/td>\nFIGURE R311.3.1 THRESHOLD HEIGHTS <\/td>\n<\/tr>\n
178<\/td>\nFIGURE R311.7.1 STAIRWAY CLEARANCES <\/td>\n<\/tr>\n
179<\/td>\nFIGURE R311.7.2(1) MINIMUM HEADROOM <\/td>\n<\/tr>\n
180<\/td>\nFIGURE R311.7.2(2) EXAMPLE OF EXCEPTION TO SECTION R311.7.2 <\/td>\n<\/tr>\n
182<\/td>\nFIGURE R311.7.5.1(1) CONVENTIONAL STAIRWAY
FIGURE R311.7.5.1(2) STAIR TOLERANCES
FIGURE R311.7.5.2.1(1) WINDERS <\/td>\n<\/tr>\n
183<\/td>\nFIGURE R311.7.5.2.1(2) WINDERS USED FOR CIRCULAR STAIRWAY
FIGURE R311.7.5.3 NOSINGS <\/td>\n<\/tr>\n
184<\/td>\nFIGURE R311.7.6 (1) LANDINGS AT STAIRS AND DOORS <\/td>\n<\/tr>\n
185<\/td>\nFIGURE R311.7.6(2) EXAMPLE OF LANDING OF SHAPES OTHER THAN SQUARE OR RECTANGULAR <\/td>\n<\/tr>\n
186<\/td>\nFIGURE R311.7.8.2 HANDRAILS <\/td>\n<\/tr>\n
187<\/td>\nFIGURE R311.7.8.3(1) TYPE I HANDRAIL
FIGURE R311.7.8.3(2) TYPE II HANDRAIL
FIGURE R311.7.10.1 SPIRAL STAIRS <\/td>\n<\/tr>\n
188<\/td>\nFIGURE R311.7.10.2 BULKHEAD ENCLOSURE STAIRWAY <\/td>\n<\/tr>\n
189<\/td>\nFIGURE R311.7.11 TYPICAL ALTERNATING TREAD DEVICE <\/td>\n<\/tr>\n
190<\/td>\nFIGURE R311.7.12 TYPICAL SHIP’S LADDER <\/td>\n<\/tr>\n
191<\/td>\nSECTION R312 GUARDS AND WINDOW FALL PROTECTION <\/td>\n<\/tr>\n
192<\/td>\nFIGURE R312.1.1 DROP OFF AND GUARD HEIGHT REQUIREMENTS <\/td>\n<\/tr>\n
193<\/td>\nFIGURE R312.1.2 STAIRWAY GUARD
FIGURE R312.1.3 GUARD REQUIREMENTS <\/td>\n<\/tr>\n
194<\/td>\nFIGURE R312.2.1 WINDOW SILL HEIGHT <\/td>\n<\/tr>\n
195<\/td>\nSECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS
SECTION R314 SMOKE ALARMS <\/td>\n<\/tr>\n
197<\/td>\nFIGURE R314.3(1) LOCATION OF SMOKE ALARMS
FIGURE R314.3(2) SMOKE ALARM LOCATION <\/td>\n<\/tr>\n
198<\/td>\nSECTION R315 CARBON MONOXIDE ALARMS <\/td>\n<\/tr>\n
200<\/td>\nFIGURE R315.3 LOCATION OF CARBON MONOXIDE ALARMS
SECTION R316 FOAM PLASTIC <\/td>\n<\/tr>\n
201<\/td>\nFIGURE R316.1 USE AND INSTALLATION REQUIREMENTS OF FOAM PLASTIC IN BUILDING CONSTRUCTION <\/td>\n<\/tr>\n
203<\/td>\nFIGURE R316.5.1 ENCAPSULATED FOAM PLASTIC <\/td>\n<\/tr>\n
204<\/td>\nFIGURE R316.5.3 FOAM PLASTIC, ATTIC AND CRAWL SPACES <\/td>\n<\/tr>\n
206<\/td>\nFIGURE R316.5.11 FOAM PLASTIC SPRAY APPLIED TO SILL PLATE AND HEADER <\/td>\n<\/tr>\n
208<\/td>\nSECTION R317 PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY <\/td>\n<\/tr>\n
209<\/td>\nFIGURE R317.1(1) MINIMUM SEPARATION OF NONTREATED WOOD FROM GROUND
FIGURE R317.1(2) WOOD SILLS ON FOUNDATION WALLS <\/td>\n<\/tr>\n
210<\/td>\nFIGURE R317.1.2 WOOD POST EMBEDDED IN CONCRETE
FIGURE R317.1(3) WOOD SILLS AND SLEEPERS
FIGURE R317.1(4) NONTREATED WOOD PROJECTING INTO BEAM POCKET
FIGURE R317.1(5) NONTREATED WOOD SIDING OR SHEATHING <\/td>\n<\/tr>\n
212<\/td>\nFIGURE R317.2.1 TYPICAL LABEL FOR PRESSURE-TREATED WOOD <\/td>\n<\/tr>\n
213<\/td>\nSECTION R318 PROTECTION AGAINST SUBTERRANEAN TERMITES <\/td>\n<\/tr>\n
214<\/td>\nSECTION R319 SITE ADDRESS
SECTION R320 ACCESSIBILITY <\/td>\n<\/tr>\n
215<\/td>\nSECTION R321 ELEVATORS AND PLATFORM LIFTS <\/td>\n<\/tr>\n
216<\/td>\nSECTION R322 FLOOD-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
222<\/td>\nFIGURE R322.2 SAMPLE FIRM WITH LiMWA <\/td>\n<\/tr>\n
226<\/td>\nSECTION R323 STORM SHELTERS <\/td>\n<\/tr>\n
227<\/td>\nSECTION 324 SOLAR ENERGY SYSTEMS <\/td>\n<\/tr>\n
228<\/td>\nSECTION R325 MEZZANINES <\/td>\n<\/tr>\n
229<\/td>\nSECTION R326 SWIMMING POOLS, SPAS AND HOT TUBS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
234<\/td>\nCHAPTER 4: FOUNDATIONS
GENERAL COMMENTS
PURPOSE
SECTION R401 GENERAL <\/td>\n<\/tr>\n
235<\/td>\nFIGURE R401.3(1) LOT GRADING EXAMPLE <\/td>\n<\/tr>\n
236<\/td>\nFIGURE R401.3(2) LOT GRADING EXAMPLE
TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS <\/td>\n<\/tr>\n
237<\/td>\nSECTION R402 MATERIALS <\/td>\n<\/tr>\n
238<\/td>\nFIGURE R402.1.2 EXAMPLE OF QUALITY MARK FOR PRESSURE-TREATED LUMBER
TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE <\/td>\n<\/tr>\n
239<\/td>\nSECTION R403 FOOTINGS <\/td>\n<\/tr>\n
241<\/td>\nTABLE R403.1(1) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION (inches)a, b <\/td>\n<\/tr>\n
242<\/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
243<\/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
244<\/td>\nFIGURE R403.1(1) PLAIN CONCRETE FOOTINGS WITH MASONRY AND CONCRETE STEM WALLS IN SDC A, B AND C <\/td>\n<\/tr>\n
245<\/td>\nFIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION <\/td>\n<\/tr>\n
246<\/td>\nFIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION <\/td>\n<\/tr>\n
247<\/td>\nFIGURE R403.1.2 CONTINUOUS FOOTING REQUIREMENTS IN HIGH-SEISMIC REGIONS <\/td>\n<\/tr>\n
249<\/td>\nFIGURE R403.1.3 REINFORCED CONCRETE FOOTINGS AND MASONRY AND CONCRETE STEM WALLS IN SDC D0, D1 AND D2 <\/td>\n<\/tr>\n
250<\/td>\nFIGURE R403.1.4 RECOMMENDATION FOR ADJACENT FOOTINGS AT DIFFERENT ELEVATIONS <\/td>\n<\/tr>\n
252<\/td>\nFIGURE R403.1.5 RECOMMENDATION FOR STEPPED WALL FOOTINGS <\/td>\n<\/tr>\n
253<\/td>\nFIGURE R403.1.6 WOOD SILL PLATE ANCHORAGE TO FOUNDATIONS <\/td>\n<\/tr>\n
254<\/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
255<\/td>\nFIGURE R403.1.7.2(2) BUILDINGS ADJACENT TO DESCENDING SLOPE EXCEEDING 1 TO 1
FIGURE R403.1.7.3 DETERMINATION OF FOUNDATION ELEVATION ON GRADED SITES <\/td>\n<\/tr>\n
257<\/td>\nTABLE R403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS
FIGURE R403.3(1) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS <\/td>\n<\/tr>\n
258<\/td>\nFIGURE R403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD <\/td>\n<\/tr>\n
259<\/td>\nTABLE R403.3(2) AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
260<\/td>\nTABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
261<\/td>\nTABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
262<\/td>\nTABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
263<\/td>\nTABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
264<\/td>\nFIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE <\/td>\n<\/tr>\n
265<\/td>\nFIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE <\/td>\n<\/tr>\n
266<\/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
TABLE R403.4 MINIMUM DEPTH OF CRUSHED STONE FOOTINGS <\/td>\n<\/tr>\n
267<\/td>\nSECTION R404 FOUNDATION AND RETAINING WALLS
FIGURE R404.1.1 FOUNDATION WALL WITH UNBALANCED FILL <\/td>\n<\/tr>\n
268<\/td>\nTABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLSf <\/td>\n<\/tr>\n
269<\/td>\nTABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d \u2265 5 INCHES <\/td>\n<\/tr>\n
270<\/td>\nTABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d \u2265 6.75 INCHESa, <\/td>\n<\/tr>\n
271<\/td>\nTABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d \u2265 8.75 INCHESa, c, f <\/td>\n<\/tr>\n
272<\/td>\nTABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLSa, b
TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
273<\/td>\nTABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
274<\/td>\nTABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
275<\/td>\nTABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
276<\/td>\nTABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
277<\/td>\nTABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
278<\/td>\nTABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10- AND 12-INCH NOMINAL FLAT BASEMENT WALLS <\/td>\n<\/tr>\n
279<\/td>\nTABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEEL <\/td>\n<\/tr>\n
285<\/td>\nFIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS <\/td>\n<\/tr>\n
286<\/td>\nFIGURE R404.1.7 BEARING FOUNDATION WALLS AGAINST LATERAL EARTH PRESSURE <\/td>\n<\/tr>\n
288<\/td>\nTABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure) <\/td>\n<\/tr>\n
289<\/td>\nSECTION R405 FOUNDATION DRAINAGE <\/td>\n<\/tr>\n
290<\/td>\nTABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM <\/td>\n<\/tr>\n
291<\/td>\nFIGURE R405.1(1) FOUNDATION DRAINAGE FOR HABITABLE SPACE BELOW GRADE
SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING <\/td>\n<\/tr>\n
292<\/td>\nFIGURE R405.1(2) OTHER SUGGESTED METHODS OF FOUNDATION DRAINAGE <\/td>\n<\/tr>\n
293<\/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
294<\/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
295<\/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
296<\/td>\nFIGURE R408.1 CRAWL-SPACE VENTILATION <\/td>\n<\/tr>\n
298<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
300<\/td>\nCHAPTER 5: FLOORS
GENERAL COMMENTS
PURPOSE
SECTION R501 GENERAL
SECTION R502 WOOD FLOOR FRAMING <\/td>\n<\/tr>\n
301<\/td>\nFIGURE R502.1 GRADE MARK EXAMPLES
FIGURE R502.1.1 TREATED LUMBER GRADE MARK <\/td>\n<\/tr>\n
303<\/td>\nFIGURE R502.2 FLOOR CONSTRUCTION <\/td>\n<\/tr>\n
305<\/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
306<\/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
307<\/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
308<\/td>\nTABLE R502.3.1(2)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u2206 = 360)bLUMBER SPECIES <\/td>\n<\/tr>\n
309<\/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) <\/td>\n<\/tr>\n
310<\/td>\nTABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONY
FIGURE R502.4(1) DOUBLE JOIST UNDER BEARING PARTITION <\/td>\n<\/tr>\n
311<\/td>\nFIGURE R502.4(2) SPACED JOISTS UNDER BEARING PARTITION WITH BLOCKING AT PENETRATION
FIGURE R502.5(1) GIRDER SPAN-SPACING RELATIONSHIP <\/td>\n<\/tr>\n
312<\/td>\nFIGURE R502.6(1) FLOOR JOIST BEARING ON WOOD
FIGURE R502.6(2) FLOOR JOIST BEARING ON MASONRY <\/td>\n<\/tr>\n
313<\/td>\nFIGURE R502.6(3) FLOOR JOIST BEARING ON RIBBON STRIP
FIGURE R502.6(4) JOIST HANGER AT DOUBLE TOP PLATE <\/td>\n<\/tr>\n
314<\/td>\nFIGURE R502.6.1 JOIST AT GIRDER
FIGURE R502.6.2(1) JOIST HANGER AT GIRDER
FIGURE R502.6.2(2) LEDGER STRIPS AT BEAM OR GIRDER <\/td>\n<\/tr>\n
315<\/td>\nFIGURE R502.7 BLOCKING OF JOISTS
FIGURE R502.7.1 INTERMEDIATE LATERAL SUPPORT <\/td>\n<\/tr>\n
316<\/td>\nFIGURE R502.8 CUTTING, NOTCHING AND DRILLING <\/td>\n<\/tr>\n
317<\/td>\nFIGURE R502.9 POSITIVE CONNECTION BETWEEN POSTS AND GIRDERS <\/td>\n<\/tr>\n
318<\/td>\nFIGURE R502.10(1) FLOOR FRAMING FOR MAXIMUM 4-FOOT OPENINGS
FIGURE R502.10(2) FLOOR FRAMING FOR GREATER THAN 4-FOOT OPENINGS <\/td>\n<\/tr>\n
319<\/td>\nFIGURE R502.10(3) HANGERS FOR JOIST-HEADER CONNECTION <\/td>\n<\/tr>\n
320<\/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
321<\/td>\nFIGURE R503.1(2) SUBFLOOR (FLOOR SHEATHING) ORIENTATION
FIGURE R503.1.1 SUBFLOOR (FLOOR SHEATHING) ORIENTATION <\/td>\n<\/tr>\n
322<\/td>\nFIGURE R503.2.1 PLYWOOD GRADE MARK EXAMPLES <\/td>\n<\/tr>\n
323<\/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
324<\/td>\nTABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENT
FIGURE R503.2.2(1) IDENTIFICATION OF PLYWOOD SUBFLOOR SPAN LIMITATIONS <\/td>\n<\/tr>\n
325<\/td>\nFIGURE R503.2.2(2) COMBINATION SUBFLOOR UNDERLAYMENT ALTERNATIVES
FIGURE R503.3.1 PARTICLEBOARD GRADE MARK EXAMPLE <\/td>\n<\/tr>\n
326<\/td>\nSECTION R504 PRESSURE PRESERVATIVE TREATED WOOD FLOORS (ON GROUND)
SECTION R505 COLD-FORMED STEEL FLOOR FRAMING <\/td>\n<\/tr>\n
327<\/td>\nFIGURE R505.1.1 STEEL FRAMING APPLICABILITY LIMITS <\/td>\n<\/tr>\n
328<\/td>\nFIGURE R505.1.2 IN-LINE FRAMING <\/td>\n<\/tr>\n
329<\/td>\nFIGURE R505.2.3(1) C-SHAPED SECTION
FIGURE R505.2.3(2) TRACK SECTION <\/td>\n<\/tr>\n
330<\/td>\nTABLE R505.2.3 COLD-FORMED STEEL JOIST SIZES AND THICKNESS <\/td>\n<\/tr>\n
331<\/td>\nFIGURE R505.2.6.1 FLOOR JOIST WEB HOLES <\/td>\n<\/tr>\n
332<\/td>\nFIGURE R505.2.6.3 FLOOR JOIST WEB HOLE PATCH
TABLE R505.3.1(1) FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS <\/td>\n<\/tr>\n
333<\/td>\nTABLE R505.3.1(2) FLOOR FASTENING SCHEDULE
FIGURE 505.3.1(1) FLOOR TO EXTERIOR LOAD-BEARING WALL STUD CONNECTION <\/td>\n<\/tr>\n
334<\/td>\nFIGURE R505.3.1(2) FLOOR TO WOOD SILL CONNECTION
FIGURE R505.3.1(3) FLOOR TO FOUNDATION CONNECTION <\/td>\n<\/tr>\n
335<\/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
336<\/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
337<\/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
338<\/td>\nTABLE R505.3.2 ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014SINGLE OR CONTINUOUS SPANS <\/td>\n<\/tr>\n
339<\/td>\nFIGURE R505.3.2 SPAN ARRANGEMENT FOR FLOOR JOIST CONTINUOUS OVER SUPPORT <\/td>\n<\/tr>\n
340<\/td>\nFIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID)
FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP) <\/td>\n<\/tr>\n
341<\/td>\nFIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS
FIGURE R505.3.4(2) BEARING STIFFENER <\/td>\n<\/tr>\n
342<\/td>\nFIGURE R505.3.7 TRACK SPLICE <\/td>\n<\/tr>\n
343<\/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
344<\/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
345<\/td>\nSECTION R506 CONCRETE FLOORS (ON GROUND)
FIGURE R506.1 CONCRETE SLAB-ON-GROUND REQUIREMENTS <\/td>\n<\/tr>\n
346<\/td>\nSECTION R507 EXTERIOR DECKS <\/td>\n<\/tr>\n
347<\/td>\nTABLE R507.2 DECK LEDGER CONNECTION TO BAND JOIST (Deck live load = 40 psf, deck dead load = 10 psf, snow load \u2264 40 psf)
TABLE R507.2.1 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS <\/td>\n<\/tr>\n
348<\/td>\nFIGURE R507.2.1(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS
FIGURE R507.2.1(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS <\/td>\n<\/tr>\n
349<\/td>\nFIGURE 507.2.3(1) DECK ATTACHMENT FOR LATERAL LOADS <\/td>\n<\/tr>\n
350<\/td>\nFIGURE R507.2.3(2) DECK ATTACHMENT FOR LATERAL LOADS <\/td>\n<\/tr>\n
351<\/td>\nTABLE R507.4 MAXIMUM JOIST SPACING
TABLE R507.8 DECK POST HEIGHTa <\/td>\n<\/tr>\n
352<\/td>\nTABLE R507.5 DECK JOIST SPANS FOR COMMON LUMBER SPECIES (ft. – in.)
FIGURE R507.5 TYPICAL DECK JOIST SPANS <\/td>\n<\/tr>\n
353<\/td>\nTABLE R507.6 DECK BEAM SPAN LENGTHS (ft. – in.)
FIGURE R507.6 TYPICAL DECK BEAM SPANS <\/td>\n<\/tr>\n
354<\/td>\nFIGURE R507.7.1 DECK BEAM TO DECK POST
FIGURE R507.8.1 TYPICAL DECK POSTS TO DECK FOOTINGS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
356<\/td>\nCHAPTER 6: WALL CONSTRUCTION
GENERAL COMMENTS
PURPOSE
SECTION R601 GENERAL
SECTION R602 WOOD WALL FRAMING <\/td>\n<\/tr>\n
357<\/td>\nFIGURE R602.1.1 GRADE STAMP EXAMPLE FOR DIMENSIONAL LUMBER
FIGURE R602.1.2(1) END-JOINTED LUMBER-FINGER JOINT <\/td>\n<\/tr>\n
358<\/td>\nFIGURE R602.1.2(2) GRADE STAMP INCLUDING HRA MARK <\/td>\n<\/tr>\n
361<\/td>\nTABLE R602.3.2 SINGLE TOP-PLATE SPLICE CONNECTION DETAILS <\/td>\n<\/tr>\n
362<\/td>\nFIGURE R602.3.2 SINGLE TOP-PLATE SPLICE <\/td>\n<\/tr>\n
363<\/td>\nTABLE R602.3(1) FASTENING SCHEDULE <\/td>\n<\/tr>\n
364<\/td>\nTABLE R602.3(1)\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
365<\/td>\nTABLE 602.3(1)FASTENING SCHEDULE\u2014continued <\/td>\n<\/tr>\n
366<\/td>\nTABLE R602.3(1)\u2014continued FASTENING SCHEDULE
TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) <\/td>\n<\/tr>\n
367<\/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 PRESSURESa, b, c <\/td>\n<\/tr>\n
368<\/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
369<\/td>\nFIGURE R602.3(2) FRAMING DETAILS <\/td>\n<\/tr>\n
370<\/td>\nTABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDS <\/td>\n<\/tr>\n
371<\/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
372<\/td>\nFIGURE R602.3.3(4) BLOCKED TOP PLATE WITH 24-INCH STUD SPACING <\/td>\n<\/tr>\n
374<\/td>\nFIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS <\/td>\n<\/tr>\n
375<\/td>\nFIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS <\/td>\n<\/tr>\n
376<\/td>\nFIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING <\/td>\n<\/tr>\n
377<\/td>\nFIGURE 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
378<\/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
379<\/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
380<\/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
381<\/td>\nFIGURE R602.7.2 RIM BOARD HEADER CONSTRUCTION <\/td>\n<\/tr>\n
382<\/td>\nTABLE R602.7.3 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERS
FIGURE R602.7.3 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION <\/td>\n<\/tr>\n
383<\/td>\nTABLE R602.7.5 MINIMUM NUMBER OF FULL HEIGHT STUDS AT EACH END OF HEADERS IN EXTERIOR WALLS <\/td>\n<\/tr>\n
384<\/td>\nFIGURE R602.10 CRITICAL PARTS OF THE LATERAL LOAD PATH <\/td>\n<\/tr>\n
385<\/td>\nFIGURE R602.10.1(1) WALL BRACING TERMINOLOGY
FIGURER602.10.1(2) EFFECTIVE (IMAGINARY) BRACED WALL LINES <\/td>\n<\/tr>\n
386<\/td>\nFIGURE R602.10.1.1 BRACED WALL LINES <\/td>\n<\/tr>\n
387<\/td>\nFIGURE R602.10.1.1 COMPARISON OF 2009 AND 2015 IRC PROVISIONS FOR BRACED WALL LINE LENGTH
TABLE R602.10.1.3 BRACED WALL LINE SPACING <\/td>\n<\/tr>\n
388<\/td>\nFIGURE R602.10.1.4 ANGLED WALLS
FIGURE R602.10.1.4(1) PROJECTED BRACED WALL LINE LENGTH CONTRIBUTED BY THE ANGLED WALL <\/td>\n<\/tr>\n
389<\/td>\nFIGURE R602.10.1.4(2) PROJECTED ANGLE WALL LENGTH
FIGURE R602.10.1.4(3) ANGLED WALL GREATER THAN 8 FEET IN LENGTH <\/td>\n<\/tr>\n
391<\/td>\nFIGURE R602.10.2.2 LOCATION OF BRACED WALL PANELS <\/td>\n<\/tr>\n
392<\/td>\nFIGURE R602.10.3(1) BASIS FOR WIND BRACING TABLE <\/td>\n<\/tr>\n
393<\/td>\nFIGURE R602.10.3(2) EAVE-TO-RIDGE HEIGHT <\/td>\n<\/tr>\n
394<\/td>\nFIGURE R602.10.3(3) BRACED WALL LINE SPACING <\/td>\n<\/tr>\n
395<\/td>\nFIGURE R602.10.3(4) BASIS FOR SEISMIC BRACING TABLE <\/td>\n<\/tr>\n
397<\/td>\nTABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED <\/td>\n<\/tr>\n
398<\/td>\nTABLE R602.10.3(1)\u2014continued BRACING REQUIREMENTS BASED ON WIND SPEED <\/td>\n<\/tr>\n
399<\/td>\nTABLE R602.10.3(1)\u2014continued BRACING REQUIREMENTS BASED ON WIND SPEED <\/td>\n<\/tr>\n
400<\/td>\nTABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING <\/td>\n<\/tr>\n
401<\/td>\nTABLE R602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY <\/td>\n<\/tr>\n
402<\/td>\nTABLE R602.10.3(3)\u2014continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY <\/td>\n<\/tr>\n
403<\/td>\nTABLE R602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING <\/td>\n<\/tr>\n
406<\/td>\nFIGURE R602.10.4.1 MIXING BRACING METHODS <\/td>\n<\/tr>\n
407<\/td>\nTABLE R602.10.4 BRACING METHODS <\/td>\n<\/tr>\n
408<\/td>\nTABLE R602.10.4\u2014continued BRACING METHODS <\/td>\n<\/tr>\n
410<\/td>\nFIGURE R602.10.5 BRACED WALL PANELS WITH CONTINUOUS SHEATHING <\/td>\n<\/tr>\n
411<\/td>\nTABLE R602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS <\/td>\n<\/tr>\n
412<\/td>\nTABLE R602.10.5.2 PARTIAL CREDIT FOR BRACED WALL PANELS LESS THAN 48 INCHES IN ACTUAL LENGTH <\/td>\n<\/tr>\n
413<\/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
415<\/td>\nFIGURE R602.10.6.2 METHOD PFH\u2014PORTAL FRAME WITH HOLD-DOWNS <\/td>\n<\/tr>\n
416<\/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
417<\/td>\nFIGURE R602.10.6.4 METHOD CS-PF\u2014CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION <\/td>\n<\/tr>\n
418<\/td>\nTABLE R602.10.6.4 TENSION STRAP CAPACITY FOR RESISTING WIND PRESSURES PERPENDICULAR TO METHODS PFH, PFG AND CS-PF BRACED WALL PANELS <\/td>\n<\/tr>\n
420<\/td>\nTABLE R602.10.6.5 METHOD BV-WSP WALL BRACING REQUIREMENTS <\/td>\n<\/tr>\n
421<\/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
423<\/td>\nFIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING <\/td>\n<\/tr>\n
424<\/td>\nFIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR\/CEILING FRAMING
FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR\/CEILING FRAMING <\/td>\n<\/tr>\n
426<\/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
427<\/td>\nFIGURE R602.10.8.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES <\/td>\n<\/tr>\n
428<\/td>\nFIGURE R602.10.8.2(1) CONNECTION AND BLOCKING BETWEEN BRACED WALL PANELS AND ROOF FRAMING
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
429<\/td>\nFIGURE R602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS <\/td>\n<\/tr>\n
432<\/td>\nFIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION <\/td>\n<\/tr>\n
433<\/td>\nFIGURE R602.11.2(1) CRIPPLE WALL TOP PLATE EXTENDED 4 FEET OVER THE FOUNDATION <\/td>\n<\/tr>\n
434<\/td>\nFIGURE R602.12.1 RECTANGLE CIRCUMSCRIBING AN ENCLOSED BUILDING <\/td>\n<\/tr>\n
435<\/td>\nFIGURE R602.12.3 AVAILABLE BRACING METHODS FOR SIMPLIFIED WALL BRACING <\/td>\n<\/tr>\n
436<\/td>\nTABLE R602.12.4 MINIMUM NUMBER OF BRACING UNITS ON EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE <\/td>\n<\/tr>\n
437<\/td>\nFIGURE R602.12.5 BRACING UNIT DISTRIBUTION
SECTION R603 COLD-FORMED STEEL WALL FRAMING <\/td>\n<\/tr>\n
438<\/td>\nFIGURE R603.1.2 IN-LINE FRAMING <\/td>\n<\/tr>\n
439<\/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
440<\/td>\nFIGURE R603.2.6.1 WALL STUD WEB HOLES <\/td>\n<\/tr>\n
441<\/td>\nFIGURE R603.2.6.3 WALL STUD WEB HOLE PATCH <\/td>\n<\/tr>\n
442<\/td>\nTABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTS <\/td>\n<\/tr>\n
443<\/td>\nFIGURE R603.3.1(1) WALL TO FLOOR CONNECTION
FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION <\/td>\n<\/tr>\n
444<\/td>\nFIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION
FIGURE R603.3.1(4) WIND UPLIFT CONNECTOR <\/td>\n<\/tr>\n
445<\/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
TABLE R603.3.2(1) WALL FASTENING SCHEDULEa <\/td>\n<\/tr>\n
446<\/td>\nTABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d <\/td>\n<\/tr>\n
447<\/td>\nTABLE R603.3.2(3) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d <\/td>\n<\/tr>\n
448<\/td>\nTABLE R603.3.2(4) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d <\/td>\n<\/tr>\n
449<\/td>\nTABLE R603.3.2(5) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d <\/td>\n<\/tr>\n
450<\/td>\nTABLE R603.3.2(6) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d <\/td>\n<\/tr>\n
451<\/td>\nTABLE R603.3.2(7) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d <\/td>\n<\/tr>\n
452<\/td>\nTABLE R603.3.2(8) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d <\/td>\n<\/tr>\n
453<\/td>\nTABLE R603.3.2(9) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d <\/td>\n<\/tr>\n
454<\/td>\nTABLE R603.3.2(10) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d <\/td>\n<\/tr>\n
455<\/td>\nTABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d <\/td>\n<\/tr>\n
456<\/td>\nTABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d <\/td>\n<\/tr>\n
457<\/td>\nTABLE R603.3.2(13) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d <\/td>\n<\/tr>\n
458<\/td>\nTABLE R603.3.2(14) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d <\/td>\n<\/tr>\n
459<\/td>\nTABLE R603.3.2(15) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d <\/td>\n<\/tr>\n
460<\/td>\nTABLE R603.3.2(16) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d <\/td>\n<\/tr>\n
461<\/td>\nTABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHT <\/td>\n<\/tr>\n
462<\/td>\nTABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHT <\/td>\n<\/tr>\n
463<\/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
464<\/td>\nFIGURE R603.3.5 TRACK SPLICE
FIGURE R603.4 CORNER FRAMING <\/td>\n<\/tr>\n
465<\/td>\nFIGURE R603.6(1) BOX BEAM HEADER
FIGURE R603.6(2) BACK-TO-BACK HEADER <\/td>\n<\/tr>\n
466<\/td>\nTABLE R603.6(1) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Onlya, b, d <\/td>\n<\/tr>\n
467<\/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
468<\/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
469<\/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
470<\/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
471<\/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
472<\/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
473<\/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
474<\/td>\nTABLE R603.8 HEAD AND SILL TRACK SPAN
FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN <\/td>\n<\/tr>\n
475<\/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
476<\/td>\nFIGURE R603.9.4.2 CORNER STUD HOLD-DOWN DETAIL <\/td>\n<\/tr>\n
477<\/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
478<\/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
479<\/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
SECTION R604 WOOD STRUCTURAL PANELS <\/td>\n<\/tr>\n
480<\/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 R605 PARTICLEBOARD
SECTION R606 GENERAL MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
481<\/td>\nFIGURE R606.1 CROSS REFERENCE OF 2015 IRC MASONRY CONSTRUCTION TO 2012 IRC <\/td>\n<\/tr>\n
482<\/td>\nFIGURE R606.1\u2014continued CROSS REFERENCE OF 2015 IRC MASONRY CONSTRUCTION TO 2012 IRC <\/td>\n<\/tr>\n
483<\/td>\nFIGURE R606.1\u2014continued CROSS REFERENCE OF 2015 IRC MASONRY CONSTRUCTION TO 2012 IRC <\/td>\n<\/tr>\n
487<\/td>\nTABLE R606.2.7 MORTAR PROPORTIONS <\/td>\n<\/tr>\n
488<\/td>\nTABLE R606.2.11 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
490<\/td>\nTABLE R606.3.4.1 MINIMUM CORROSION PROTECTION
FIGURE R606.3.4 REINFORCING STEEL CLEARANCES <\/td>\n<\/tr>\n
491<\/td>\nFIGURE R606.3.5 GROUTED SINGLE AND MULTIPLE-WYTHE MASONRY <\/td>\n<\/tr>\n
492<\/td>\nFIGURE R606.3.5.1 GROUT PLACEMENT FOR GROUTED MULTIWYTHE MASONRY
TABLE R606.3.5.1 GROUT SPACE DIMENSIONS AND POUR HEIGHTS <\/td>\n<\/tr>\n
493<\/td>\nFIGURE R606.3.5.2 REINFORCEED HOLLOW UNIT MASONRY CLEANOUTS <\/td>\n<\/tr>\n
494<\/td>\nFIGURE R606.3.5.3(1) REINFORCEMENT PLACEMENT LIMITATIONS
FIGURE R606.3.5.3(2) REINFORCED HOLLOW UNIT MASONRY VERTICAL CELL ALIGNMENT <\/td>\n<\/tr>\n
495<\/td>\nFIGURE R606.3.5.3(3) MASONRY REINFORCING STEEL ALIGNMENT
FIGURE R606.3.5.3(4) MASONRY REINFORCING STEEL ALIGNMENT
FIGURE R606.3.5.3(5) REINFORCEMENT PLACEMENT LIMITATIONS <\/td>\n<\/tr>\n
496<\/td>\nFIGURE R606.3.7.2(2) HORIZONTAL JOINT REINFORCEMENT\u2014LADDER AND TRUSS TYPES
FIGURE R606.3.7.2(1) MINIMUM HORIZONTAL JOINT REINFORCEMENTFOR STACK-BOND MASONRY <\/td>\n<\/tr>\n
497<\/td>\nFIGURE R606.4.1 MINIMUM THICKNESS\u2014MASONRY BEARING AND EXTERIOR WALLS FOR A ONE-STORY DWELLING
FIGURE R606.5.2(1) MASONRY CORBELING LIMITATIONS PER COURSE <\/td>\n<\/tr>\n
498<\/td>\nFIGURE R606.5.2(2) MASONRY CORBELING LIMITATIONS PER COU <\/td>\n<\/tr>\n
499<\/td>\nFIGURE R606.6.2(1) MASONRY CORBELING LIMITATIONS PER COURSE
FIGURE R606.6.3 BEAM OR GIRDER BEARING ON MASONRY <\/td>\n<\/tr>\n
500<\/td>\nTABLE R606.6.4 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS
FIGURE R606.6.3.1 JOIST-BEARING MINIMUMS
FIGURE R606.6.4 BUILDING ELEMENTS PROVIDING LATERAL SUPPORT TO WALLS <\/td>\n<\/tr>\n
501<\/td>\nFIGURE R606.6.4.2.1(1) ANCHORAGE OF ROOF STRUCTURES
FIGURE R606.6.4.1.2 INTERSECTING MASONRY WALLS <\/td>\n<\/tr>\n
502<\/td>\nFIGURE R606.6.4.2.1(2) ANCHORAGE OF ROOF STRUCTURES <\/td>\n<\/tr>\n
503<\/td>\nTABLE R606.9 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
504<\/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
505<\/td>\nFIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C <\/td>\n<\/tr>\n
506<\/td>\nFIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1 OR D <\/td>\n<\/tr>\n
507<\/td>\nTABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES <\/td>\n<\/tr>\n
509<\/td>\nTABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDINGS ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D <\/td>\n<\/tr>\n
510<\/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 <\/td>\n<\/tr>\n
511<\/td>\nFIGURE R606.13.1.1 BONDING WITH SOLID UNIT MASONRY
FIGURE R606.13.1.2 BONDING WITH HOLLOW UNIT MASONRY <\/td>\n<\/tr>\n
512<\/td>\nFIGURE R606.13.2.1(1) MASONRY BONDING\u2014METAL TIES
FIGURE R606.13.2.1(2) BONDING AROUND OPENING IN MASONRY WALLS <\/td>\n<\/tr>\n
513<\/td>\nFIGURE R606.13.2.2 BONDING WITH ADJUSTABLE WALL TIES
FIGURE R606.13.2.3 BONDING WITH PREFABRICATED JOINT REINFORCEMENT <\/td>\n<\/tr>\n
514<\/td>\nSECTION R607 GLASS UNIT MASONRY <\/td>\n<\/tr>\n
515<\/td>\nFIGURE R607.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE <\/td>\n<\/tr>\n
516<\/td>\nFIGURE R607.5.2.1 GLASS UNIT MASONRY
SECTION R608 EXTERIOR CONCRETE WALL CONSTRUCTION <\/td>\n<\/tr>\n
518<\/td>\nFIGURE R608.2 ICF APPLICABILITY LIMITS <\/td>\n<\/tr>\n
519<\/td>\nTABLE R608.3 DIMENSIONAL REQUIREMENTS FOR WALLSa, b
FIGURE R608.3(1) FLAT WALL SYSTEM <\/td>\n<\/tr>\n
520<\/td>\nFIGURE R6083(2) WAFFLE-GRID WALL SYSTEM
FIGURE R608.3(3) SCREEN-GRID WALL SYSTEM <\/td>\n<\/tr>\n
524<\/td>\nTABLE R608.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS
FIGURE R608.5.4(1) LAP SPLICES <\/td>\n<\/tr>\n
525<\/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
526<\/td>\nTABLE R608.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND\/OR ALTERNATIVE GRADE OF STEEL <\/td>\n<\/tr>\n
528<\/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 <\/td>\n<\/tr>\n
529<\/td>\nFIGURE 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
530<\/td>\nTABLE R608.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
531<\/td>\nTABLE R608.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
532<\/td>\nTABLE R608.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
533<\/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
534<\/td>\nTABLE R608.6(4)\u2014continued MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS <\/td>\n<\/tr>\n
535<\/td>\nEQUATION R6-1
EQUATION R6-2 <\/td>\n<\/tr>\n
536<\/td>\nFIGURE R608.7.1.1 VELOCITY PRESSURES <\/td>\n<\/tr>\n
538<\/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
539<\/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
540<\/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
541<\/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
542<\/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
543<\/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
544<\/td>\nTABLE R608.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEETa
TABLE R608.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEET <\/td>\n<\/tr>\n
545<\/td>\nTABLE R608.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLS <\/td>\n<\/tr>\n
546<\/td>\nFIGURE R608.7(1) MINIMUM SOLID WALL LENGTH <\/td>\n<\/tr>\n
548<\/td>\nFIGURE R608.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL <\/td>\n<\/tr>\n
549<\/td>\nFIGURE R608.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS <\/td>\n<\/tr>\n
550<\/td>\nFIGURE R608.8(1) REINFORCEMENT OF OPENINGS
FIGURE R608.8.2 APPLICABLE REQUIREMENTS FOR LINTELS <\/td>\n<\/tr>\n
551<\/td>\nFIGURE R608.8(2) LINTEL FOR FLAT WALLS <\/td>\n<\/tr>\n
552<\/td>\nFIGURE R608.8(3) LINTELS FOR WAFFLE-GRID WALLS <\/td>\n<\/tr>\n
553<\/td>\nFIGURE R608.8(4) LINTELS FOR SCREEN-GRID WALLS <\/td>\n<\/tr>\n
554<\/td>\nTABLE R608.8(1) LINTEL DESIGN LOADING CONDITIONS <\/td>\n<\/tr>\n
555<\/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
556<\/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
557<\/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
558<\/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
559<\/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
560<\/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
561<\/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
562<\/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
563<\/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
564<\/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
565<\/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
566<\/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
567<\/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
568<\/td>\nTABLE R608.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS <\/td>\n<\/tr>\n
569<\/td>\nTABLE R608.8(9)\u2014continuedMAXIMUM 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
572<\/td>\nFIGURE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
573<\/td>\nTABLE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
574<\/td>\nFIGURE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
575<\/td>\nTABLE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
576<\/td>\nFIGURE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING, PERPENDICULAR <\/td>\n<\/tr>\n
577<\/td>\nTABLE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
578<\/td>\nFIGURE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
579<\/td>\nTABLE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
580<\/td>\nFIGURE R608.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
581<\/td>\nTABLE R608.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
582<\/td>\nFIGURE R608.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
583<\/td>\nTABLE R608.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
584<\/td>\nFIGURE R608.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
585<\/td>\nTABLE R608.9(7) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
586<\/td>\nFIGURE R608.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
587<\/td>\nTABLE R608.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
588<\/td>\nFIGURE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
589<\/td>\nTABLE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
590<\/td>\nFIGURE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
591<\/td>\nTABLE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
592<\/td>\nFIGURE R608.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
593<\/td>\nTABLE R608.9(11) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
594<\/td>\nFIGURE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
595<\/td>\nTABLE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
597<\/td>\nSECTION R609 EXTERIOR WINDOWS AND DOORS <\/td>\n<\/tr>\n
599<\/td>\nSECTION R610 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION <\/td>\n<\/tr>\n
600<\/td>\nFIGURE R609.7.2(1) THROUGH THE FRAME
FIGURE 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
FIGURE R609.7.2(6) THROUGH THE FLANGE <\/td>\n<\/tr>\n
601<\/td>\nFIGURE R609.7.2(7) FRAME CLIP
FIGURE R609.7.2(8) THROUGH THE FLANGE <\/td>\n<\/tr>\n
602<\/td>\nTABLE R610.3.1 MINIMUM PROPERTIES FOR POLYURETHANE INSULATION USED AS SIPS CORE
TABLE R610.3.2 MINIMUM PROPERTIESa FOR ORIENTED STRAND BOARD FACER MATERIAL IN SIP WALLS <\/td>\n<\/tr>\n
603<\/td>\nFIGURE R610.4 SIP WALL PANEL <\/td>\n<\/tr>\n
605<\/td>\nTABLE R610.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY <\/td>\n<\/tr>\n
606<\/td>\nTABLE R610.5(2) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF ONLY <\/td>\n<\/tr>\n
607<\/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
608<\/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
609<\/td>\nFIGURE R610.5(5) SIP WALL-TO-WALL BALLOON FRAME CONNECTION
FIGURE R610.5.1 SIP WALL FRAMING CONFIGURATION <\/td>\n<\/tr>\n
610<\/td>\nFIGURE R610.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT <\/td>\n<\/tr>\n
611<\/td>\nFIGURE R610.8 TYPICAL SIP CONNECTION DETAILS FOR VERTICAL IN-PLANE JOINTS <\/td>\n<\/tr>\n
612<\/td>\nFIGURE R610.9 SIP CORNER FRAMING DETAIL
TABLE R610.10 MAXIMUM SPANS FOR 11 7\/8-INCH-DEEP SIP HEADERS (feet) <\/td>\n<\/tr>\n
613<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
616<\/td>\nCHAPTER 7: WALL COVERING
GENERAL COMMENTS
PURPOSE
SECTION R701 GENERAL
SECTION R702 INTERIOR COVERING <\/td>\n<\/tr>\n
617<\/td>\nFIGURE R701.2(1) PLASTER WALL COVERING\u2014APPLICABLE TERMS <\/td>\n<\/tr>\n
618<\/td>\nFIGURE R701.2(2) GYPSUM APPLICATION\u2014TERMS
TABLE R702.1(1) THICKNESS OF PLASTER <\/td>\n<\/tr>\n
619<\/td>\nTABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa
TABLE 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
622<\/td>\nFIGURE R702.3.2(1) INTERIOR WALL COVERING\u2014DIRECT APPLICATION
FIGURE R702.3.2(2) INTERIOR WALL COVERING\u2014FURRED APPLICATION
FIGURE R702.3.2(3) INTERIOR WALL COVERING\u2014FURRED APPLICATION OVER SOLID BACKING OR OVER STUDS <\/td>\n<\/tr>\n
624<\/td>\nTABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS <\/td>\n<\/tr>\n
625<\/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
626<\/td>\nTABLE R702.3.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES <\/td>\n<\/tr>\n
627<\/td>\nFIGURE R702.3.6(1) HORIZONTAL GYPSUM BOARD CEILING DIAPHRAGM CONSTRUCTION
FIGURE R702.3.6(2) PERIMETER BLOCKING <\/td>\n<\/tr>\n
628<\/td>\nFIGURE R702.4.1 INTERIOR WALL TILE INSTALLATION
FIGURE R702.4.2 EXAMPLE OF WALL TILE INSTALLATION TUB AND SHOWER AREA <\/td>\n<\/tr>\n
629<\/td>\nTABLE R702.4.2 BACKER BOARD MATERIALS <\/td>\n<\/tr>\n
630<\/td>\nFIGURE R702.7 TYPICAL WOOD STUD WALL CONSTRUCTION
TABLE R702.7.1 CLASS III VAPOR RETARDERS <\/td>\n<\/tr>\n
631<\/td>\nSECTION R703 EXTERIOR COVERING <\/td>\n<\/tr>\n
633<\/td>\nTABLE R703.3(2) SCREW FASTENER SUBSTITUTION FOR SIDING ATTACHMENT TO COLD-FORMED STEEL LIGHT FRAME CONSTRUCTION <\/td>\n<\/tr>\n
634<\/td>\nTABLE R703.3(1) SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
635<\/td>\nTABLE R703.3(1)\u2014continued SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
636<\/td>\nTABLE R703.3.1 LIMITS FOR ATTACHMENT PER TABLE R703.3(1)
TABLE R703.3.2 OPTIONAL SIDING ATTACHMENT SCHEDULE FOR FASTENERS WHERE NO STUD PENETRATION NECESSARY <\/td>\n<\/tr>\n
637<\/td>\nFIGURE R703.4 FLASHING EXAMPLES <\/td>\n<\/tr>\n
638<\/td>\nFIGURE R703.5.2(1) VERTICAL JOINT TREATMENT OF PANEL SIDING <\/td>\n<\/tr>\n
639<\/td>\nFIGURE R703.5.2(2) HORIZONTAL JOINT TREATMENT OF PANEL SIDING
TABLE R703.6.1 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLS (Dimensions are in inches) <\/td>\n<\/tr>\n
640<\/td>\nTABLE R703.6.3(1) SINGLE COURSE SIDEWALL FASTENERS <\/td>\n<\/tr>\n
641<\/td>\nTABLE R703.6.3(2) DOUBLE COURSE SIDEWALL FASTENERS <\/td>\n<\/tr>\n
642<\/td>\nFIGURE R703.7(1) EXTERIOR PLASTERING SYSTEM
FIGURE R703.7(2) EXTERIOR PLASTER\u2014WOOD FRAME ON CONCRETE FLOOR SLAB <\/td>\n<\/tr>\n
643<\/td>\nFIGURE R703.7.2.1 WEEP SCREED FOR EXTERIOR PLASTER ON STUD <\/td>\n<\/tr>\n
644<\/td>\nFIGURE R703.8 TYPICAL MASONRY VENEER WALL DETAILS <\/td>\n<\/tr>\n
645<\/td>\nFIGURE R703.8\u2014continued TYPICAL MASONRY VENEER WALL DETAILSe <\/td>\n<\/tr>\n
646<\/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
647<\/td>\nFIGURE R703.8.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES <\/td>\n<\/tr>\n
648<\/td>\nFIGURE R703.8.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS <\/td>\n<\/tr>\n
649<\/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
650<\/td>\nTABLE R703.8.4 TIE ATTACHMENT AND AIRSPACE REQUIREMENTS <\/td>\n<\/tr>\n
656<\/td>\nTABLE R703.15.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT <\/td>\n<\/tr>\n
657<\/td>\nTABLE R703.15.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT <\/td>\n<\/tr>\n
658<\/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 WEIGHT <\/td>\n<\/tr>\n
659<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
660<\/td>\nCHAPTER 8: ROOF CEILING CONSTRUCTION
GENERAL COMMENTS
PURPOSE
SECTION R801 GENERAL
SECTION R802 WOOD ROOF FRAMING <\/td>\n<\/tr>\n
663<\/td>\nFIGURE R802.3(1) RIDGE BOARD <\/td>\n<\/tr>\n
664<\/td>\nFIGURE R802.3.1(1) CEILING JOIST AT SUPPORTS
FIGURE R802.3(2) RIDGE ALTERNATIVE\u2014GUSSET PLATE TIE <\/td>\n<\/tr>\n
665<\/td>\nFIGURE R802.3.1(2) ROOF FRAMING WITH CEILING JOISTS NOT PARALLEL TO RAFTERS <\/td>\n<\/tr>\n
666<\/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
FIGURE R802.3.2(2) BUTTED CEILING JOIST CONNECTION PROVIDING RESISTANCE TO RAFTER THRUST <\/td>\n<\/tr>\n
668<\/td>\nTABLE R802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
669<\/td>\nTABLE R802.4(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
670<\/td>\nTABLE R802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
671<\/td>\nTABLE R802.4(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
672<\/td>\nFIGURE R802.5.1 BRACED RAFTER CONSTRUCTION <\/td>\n<\/tr>\n
673<\/td>\nFIGURE R802.5.1(1) EXAMPLE OF PURLIN INSTALLATION <\/td>\n<\/tr>\n
674<\/td>\nTABLE R802.5.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
675<\/td>\nTABLE R802.5.1(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
676<\/td>\nTABLE R802.5.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
677<\/td>\nTABLE R802.5.1(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
678<\/td>\nTABLE R802.5.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
679<\/td>\nTABLE R802.5.1(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
680<\/td>\nTABLE R802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
681<\/td>\nTABLE R802.5.1(4)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
682<\/td>\nTABLE R802.5.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
683<\/td>\nTABLE R802.5.1(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
684<\/td>\nTABLE R802.5.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
685<\/td>\nTABLE R802.5.1(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
686<\/td>\nTABLE R802.5.1(7) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
687<\/td>\nTABLE R802.5.1(7)\u2014continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
688<\/td>\nTABLE R802.5.1(8) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
689<\/td>\nTABLE R802.5.1(8)\u2014continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
690<\/td>\nTABLE R802.5.1(9) RAFTER\/CEILING JOIST HEEL JOINT CONNECTIONS <\/td>\n<\/tr>\n
691<\/td>\nFIGURE R802.7.1.1 RAFTER NOTCH <\/td>\n<\/tr>\n
692<\/td>\nFIGURE R802.7.1.2 CEILING JOIST TAPER CUT <\/td>\n<\/tr>\n
695<\/td>\nTABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION) <\/td>\n<\/tr>\n
696<\/td>\nTABLE R802.11\u2014continued RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (POUNDS PER CONNECTION) <\/td>\n<\/tr>\n
697<\/td>\nSECTION R803 ROOF SHEATHING
TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING
SECTION R804 COLD-FORMED STEEL ROOF FRAMING <\/td>\n<\/tr>\n
698<\/td>\nFIGURE R804.1.2 IN-LINE FRAMING <\/td>\n<\/tr>\n
700<\/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
701<\/td>\nFIGURE R804.2.6.1 ROOF FRAMING MEMBER WEB HOLES <\/td>\n<\/tr>\n
702<\/td>\nFIGURE R804.2.6.3 ROOF FRAMING MEMBER WEB HOLE PATCH
FIGURE R804.3 COLD-FORMED STEEL ROOF CONSTRUCTION <\/td>\n<\/tr>\n
703<\/td>\nTABLE R804.3 ROOF FRAMING FASTENING SCHEDULE <\/td>\n<\/tr>\n
704<\/td>\nTABLE R804.3.1.1(1) CEILING JOIST SPANS 10 PSF LIVE LOAD (NO ATTIC STORAGE) <\/td>\n<\/tr>\n
705<\/td>\nTABLE R804.3.1.1(2) CEILING JOIST SPANS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE) <\/td>\n<\/tr>\n
706<\/td>\nTABLE R804.3.1.1(3) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTION
FIGURE R804.3.1.1 JOIST TO RAFTER CONNECTION <\/td>\n<\/tr>\n
707<\/td>\nFIGURE R804.3.1.3(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPED, TRACK OR COLD-ROLLED CHANNEL
FIGURE R804.3.1.3(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING <\/td>\n<\/tr>\n
708<\/td>\nFIGURE R804.3.1.4 SPLICED CEILING JOISTS <\/td>\n<\/tr>\n
709<\/td>\nTABLE R804.3.2.1(1) ROOF RAFTER SPANS
TABLE R804.3.2.1(2) ULTIMATE DESIGN WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION <\/td>\n<\/tr>\n
710<\/td>\nFIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS <\/td>\n<\/tr>\n
711<\/td>\nTABLE R804.3.2.4 SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR ROOF RAFTER TO RIDGE MEMBER CONNECTION <\/td>\n<\/tr>\n
712<\/td>\nFIGURE R804.3.2.4 RIDGE MEMBER CONNECTION <\/td>\n<\/tr>\n
713<\/td>\nFIGURE R804.3.5(1) ROOF OR CEILING OPENING
FIGURE R804.3.5(2) HEADER TO TRIMMER CONNECTION <\/td>\n<\/tr>\n
714<\/td>\nTABLE R804.3.7.1 REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FEET <\/td>\n<\/tr>\n
715<\/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
716<\/td>\nFIGURE R804.3.7(2) ROOF BLOCKING DETAIL
SECTION R805 CEILING FINISHES <\/td>\n<\/tr>\n
717<\/td>\nSECTION R806 ROOF VENTILATION <\/td>\n<\/tr>\n
719<\/td>\nTABLE R806.5 INSULATION FOR CONDENSATION CONTROL <\/td>\n<\/tr>\n
720<\/td>\nSECTION R807 ATTIC ACCESS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
722<\/td>\nCHAPTER 9: ROOF ASSEMBLIES
GENERAL COMMENTS
PURPOSE
SECTION R901 GENERAL <\/td>\n<\/tr>\n
723<\/td>\nSECTION R902 FIRE CLASSIFICATION <\/td>\n<\/tr>\n
724<\/td>\nSECTION R903 WEATHER PROTECTION <\/td>\n<\/tr>\n
725<\/td>\nSECTION R904 MATERIALS
SECTION R905 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
727<\/td>\nFIGURE R905.1.1 LOW-SLOPE DOUBLE-PLY UNDERLAYMENT APPICATION
TABLE R905.1.1(1) UNDERLAYMENT TYPES <\/td>\n<\/tr>\n
728<\/td>\nTABLE R905.1.1(2) UNDERLAYMENT APPLICATION <\/td>\n<\/tr>\n
729<\/td>\nTABLE R905.1.1(3) UNDERLAYMENT ATTACHMENT <\/td>\n<\/tr>\n
730<\/td>\nFIGURE R905.1.2(1) POSSIBLE WATER DAMAGE FROM AN ICE DAM
FIGURE R905.1.2(2) PROTECTIVE ICE BARRIER <\/td>\n<\/tr>\n
731<\/td>\nFIGURE R905.2.2(1) ASPHALT ROOFING SHINGLE APPLICATION HIGH SLOPE (4:12 MINIMUM)(Source NRCA)
FIGURE R905.2.2(2) APPLICATION OF ASPHALT SHINGLE SLOPES BETWEEN 2:12 AND 4:12(Source NRCA) <\/td>\n<\/tr>\n
732<\/td>\nTABLE R905.2.4.1 CLASSIFICATION OF ASPHALT ROOF SHINGLES <\/td>\n<\/tr>\n
733<\/td>\nFIGURE R905.2.8.2(1) FLASHING FOR OPEN ROOF VALLEY
FIGURE R905.2.8.2(2) FLASHING FOR WOVEN VALLEY <\/td>\n<\/tr>\n
734<\/td>\nTABLE R905.2.8.2 VALLEY LINING MATERIAL
FIGURE R905.2.8.3 FLASHING AT SIDE WALL
FIGURE R905.2.8.4 CHIMNEY FLASHING DETAIL <\/td>\n<\/tr>\n
735<\/td>\nFIGURE R905.3 ROLL AND FLAT TILE EXAMPLES <\/td>\n<\/tr>\n
736<\/td>\nTABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT
FIGURE R905.3.7(1) APPLICATION OF ROLL TILE <\/td>\n<\/tr>\n
737<\/td>\nFIGURE R905.3.7(2) TILE ROOF GABLE RAKE SECTION
FIGURE R905.3.7(3) TILE ROOF EAVE SECTION
FIGURE R905.3.7(4) TILE ROOF RIDGE SECTION <\/td>\n<\/tr>\n
738<\/td>\nFIGURE 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
739<\/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
740<\/td>\nTABLE R905.6.5 SLATE SHINGLE HEADLAP <\/td>\n<\/tr>\n
741<\/td>\nTABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS
FIGURE R905.7.4 WOOD SHINGLE GRADE DESCRIPTION AND EXAMPLE LABEL <\/td>\n<\/tr>\n
742<\/td>\nTABLE R905.7.5(1) WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
TABLE R905.7.5(2) NAIL REQUIREMENTS FOR WOOD SHAKESAND WOOD SHINGLES <\/td>\n<\/tr>\n
743<\/td>\nFIGURE R905.7.5(1) WOOD SHINGLE APPLICATION
FIGURE R905.7.5(2) FASTENER PENETRATION <\/td>\n<\/tr>\n
744<\/td>\nFIGURE R905.7.6 WOOD SHINGLE VALLEY FLASHING <\/td>\n<\/tr>\n
745<\/td>\nTABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
746<\/td>\nTABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
FIGURE R905.8.6 WOOD SHAKE APPLICATION <\/td>\n<\/tr>\n
747<\/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
748<\/td>\nTABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
750<\/td>\nFIGURE R905.9.3(1) BUILT-UP ROOF\u2014NAILABLE DECK APPLICATION <\/td>\n<\/tr>\n
751<\/td>\nFIGURE R905.9.3(2) BUILT-UP ROOF\u2014APPLICATION TO NONNAILABLE DECK BY SPOT MOPPING
FIGURE R905.9.3(3) BUILT-UP-APPLICATION TO NONNAILABLE DECK SOLID MOPPING <\/td>\n<\/tr>\n
752<\/td>\nTABLE R905.10.3(1) METAL ROOF COVERING STANDARDS
TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE <\/td>\n<\/tr>\n
753<\/td>\nTABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
754<\/td>\nTABLE R905.14.3 PROTECTIVE COATING MATERIAL STANDARDS <\/td>\n<\/tr>\n
756<\/td>\nSECTION R906 ROOF INSULATION
TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION R907 ROOFTOP-MOUNTED PHOTOVOLTAIC SYSTEMS <\/td>\n<\/tr>\n
757<\/td>\nSECTION R908 REROOFING <\/td>\n<\/tr>\n
758<\/td>\nSECTION R909 ROOFTOP-MOUNTED PHOTOVOLTAIC PANEL SYSTEMS <\/td>\n<\/tr>\n
759<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
762<\/td>\nCHAPTER 10: CHIMNEYS AND FIREPLACES
GENERAL COMMENTS
PURPOSE
SECTION R1001 MASONRY FIREPLACES <\/td>\n<\/tr>\n
763<\/td>\nTABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS <\/td>\n<\/tr>\n
764<\/td>\nFIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS <\/td>\n<\/tr>\n
766<\/td>\nFIGURE R1001.6(1) SECTION THROUGH FIREPLACE <\/td>\n<\/tr>\n
767<\/td>\nFIGURE R1001.6(2) RUMFORD FIREPLACE <\/td>\n<\/tr>\n
769<\/td>\nFIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES
SECTION R1002 MASONRY HEATERS <\/td>\n<\/tr>\n
770<\/td>\nSECTION R1003 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
771<\/td>\nFIGURE R1003.2 TYPICAL MASONRY CHIMNEY <\/td>\n<\/tr>\n
772<\/td>\nFIGURE R1003.5(1) INDIVIDUAL CORBELS
FIGURE R1003.5(2) CORBELING FROM FOUNDATION WALL <\/td>\n<\/tr>\n
775<\/td>\nFIGURE R1003.12 MULTIPLE FLUES <\/td>\n<\/tr>\n
776<\/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
777<\/td>\nFIGURE R1003.15.1 MULTIPLE FLUES <\/td>\n<\/tr>\n
778<\/td>\nFIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
779<\/td>\nFIGURE R1003.16 CHIMNEY WITH INLET\u2014MINIMUM CLEARANCES TO COMBUSTIBLE FIRESTOPPING
FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES
TABLE R1003.20 CRICKET DIMENSIONS
SECTION R1004 FACTORY-BUILT FIREPLACES <\/td>\n<\/tr>\n
780<\/td>\nFIGURE R1003.20 CHIMNEY CRICKET
SECTION R1005 FACTORY-BUILT CHIMNEYS <\/td>\n<\/tr>\n
781<\/td>\nSECTION R1006 EXTERIOR AIR SUPPLY <\/td>\n<\/tr>\n
782<\/td>\nFIGURE R1005.6 EXAMPLE OF FACTORY-BUILT FIREPLACE AND CHIMNEY <\/td>\n<\/tr>\n
783<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
784<\/td>\nPART IV\u2014ENERGY CONSERVATION
CHAPTER 11 [RE]: ENERGY EFFICIENCY
GENERAL COMMENTS
PURPOSE
SECTION N1101 GENERAL <\/td>\n<\/tr>\n
785<\/td>\nFIGURE N1101.1(1) CONDITIONED ENVELOPE
FIGURE N1101.1(2) BUILDING ENVELOPE <\/td>\n<\/tr>\n
800<\/td>\nFIGURE N1101.7 (R301.1) CLIMATE ZONES <\/td>\n<\/tr>\n
801<\/td>\nTABLE N1101.7 (R301.1) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
802<\/td>\nTABLE N1101.7 (R301.1)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
803<\/td>\nTABLE N1101.7 (R301.1)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
804<\/td>\nTABLE N1101.7 (R301.1)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
805<\/td>\nTABLE N1101.7 (R301.1)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
806<\/td>\nTABLE N1101.7 (R301.1)\u2014continued 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
TABLE N1101.7.2(1) [R302.3(1)] INTERNATIONAL CLIMATE ZONE DEFINITIONS <\/td>\n<\/tr>\n
814<\/td>\nTABLE N1101.7.2(2) [R301.3(2)] INTERNATIONAL CLIMATE ZONE DEFINITIONS <\/td>\n<\/tr>\n
816<\/td>\nTABLE N1101.10.3(1) [R303.1.3(1)] DEFAULT GLAZED FENESTRATION U-FACTORS
TABLE N1101.10.3(2) [R303.1.3(2)] DEFAULT DOOR U-FACTORS
TABLE N1101.10.3(3) [R303.1.3(3)] DEFAULT GLAZED FENESTRATION SHGC AND VT <\/td>\n<\/tr>\n
817<\/td>\nFIGURE N1101.10.3(1) SAMPLE NATIONAL FENESTRATION RATING COUNCIL (NFRC) LABEL <\/td>\n<\/tr>\n
818<\/td>\nFIGURE N1101.10.3(2) VISUALLY VERIFIABLE WINDOW CHARACTERISTICS <\/td>\n<\/tr>\n
821<\/td>\nFIGURE N1101.14 CERTIFICATE
SECTION N1102 (R402) BUILDING THERMAL ENVELOPE <\/td>\n<\/tr>\n
823<\/td>\nTABLE N1102.1.2 (R402.1.2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT <\/td>\n<\/tr>\n
824<\/td>\nFIGURE N1102.1.2 EXTERIOR R-VALUES <\/td>\n<\/tr>\n
827<\/td>\nTABLE N1102.1.4 (R402.1.4) EQUIVALENT U-FACTORSa <\/td>\n<\/tr>\n
828<\/td>\nFIGURE N1102.2.1(1) TYPICAL ROOF ASSEMBLY
FIGURE N1102.2.1(2) RAISED-HEEL TRUSS <\/td>\n<\/tr>\n
830<\/td>\nFIGURE 1102.2.5(1) EXTERIOR INSULATION
FIGURE 1102.2.5(2) INTERIOR INSULATION <\/td>\n<\/tr>\n
831<\/td>\nTABLE N1102.2.6 (R402.2.6) STEEL-FRAME CEILING, WALL AND FLOOR INSULATION (R-VALUE <\/td>\n<\/tr>\n
832<\/td>\nFIGURE N1102.2.8 SLAB INSULATION METHODS <\/td>\n<\/tr>\n
833<\/td>\nFIGURE N1102.2.9(1) WALK-OUT BASEMENT
FIGURE N1102.2.9(2) WALK-OUT BASEMENT <\/td>\n<\/tr>\n
834<\/td>\nFIGURE N1102.2.10 CRAWL SPACE WALL INSULATION <\/td>\n<\/tr>\n
838<\/td>\nFIGURE N1102.4 TYPICAL SOURCES OF AIR LEAKAGE <\/td>\n<\/tr>\n
839<\/td>\nTABLE N1102.4.1.1 (402.4.1.1) AIR BARRIER AND INSULATION INSTALLATION <\/td>\n<\/tr>\n
841<\/td>\nFIGURE N1102.4.5 IC-RATED RECESSED LIGHT <\/td>\n<\/tr>\n
842<\/td>\nSECTION N1103 (R403) SYSTEMS <\/td>\n<\/tr>\n
846<\/td>\nTABLE N1103.6.1 (R403.6.1) MECHANICAL VENTILATION SYSTEM FAN EFFICACY <\/td>\n<\/tr>\n
847<\/td>\nSECTION N1104 (R404) ELECTRICAL POWER AND LIGHTING SYSTEMS (MANDATORY) <\/td>\n<\/tr>\n
848<\/td>\nSECTION N1105 (R405) SIMULATED PERFORMANCE ALTERNATIVE (PERFORMANCE) <\/td>\n<\/tr>\n
857<\/td>\nTABLE N1105.5.2(1) [R405.5.2(1)] SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS <\/td>\n<\/tr>\n
858<\/td>\nTABLE N1105.5.2(1) [R405.5.2(1)]\u2014continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS <\/td>\n<\/tr>\n
859<\/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
860<\/td>\nSECTION N1106 (R406) ENERGY RATING INDEX COMPLIANCE ALTERNATIVE <\/td>\n<\/tr>\n
861<\/td>\nTABLE N1106.4 (R406.4) MAXIMUM ENERGY RATING INDEX <\/td>\n<\/tr>\n
862<\/td>\nSECTION N1107 (R501) EXISTING BUILDINGS\u2014GENERAL <\/td>\n<\/tr>\n
863<\/td>\nSECTION N1108 (R502) ADDITIONS <\/td>\n<\/tr>\n
864<\/td>\nSECTION N1109 (R503) ALTERATIONS <\/td>\n<\/tr>\n
866<\/td>\nSECTION N1110 (R504) REPAIRS <\/td>\n<\/tr>\n
867<\/td>\nSECTION N1111 (R505) CHANGE OF OCCUPANCY OR USE
BIBLIOGRAPHY <\/td>\n<\/tr>\n
868<\/td>\nINDEX <\/td>\n<\/tr>\n
882<\/td>\nGET IMMEDIATE DOWNLOADS <\/td>\n<\/tr>\n
883<\/td>\nVALUABLE GUIDE TO CHANGES IN THE 2015 I-CODES\u00ae <\/td>\n<\/tr>\n
884<\/td>\nICC TRAINING AND EDUCATION DEPARTMENT <\/td>\n<\/tr>\n
885<\/td>\n2015 I-CODE ESSENTIALS <\/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>\n2015<\/td>\n885<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":175851,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-175848","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\/175848","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\/175851"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=175848"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=175848"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=175848"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}