{"id":403856,"date":"2024-10-20T05:08:07","date_gmt":"2024-10-20T05:08:07","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/ca-residential-code-title-24-part-2-5-2022-1stptg\/"},"modified":"2024-10-26T09:10:31","modified_gmt":"2024-10-26T09:10:31","slug":"ca-residential-code-title-24-part-2-5-2022-1stptg","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/ca\/ca-residential-code-title-24-part-2-5-2022-1stptg\/","title":{"rendered":"CA Residential Code Title 24 Part 2.5 2022 1stptg"},"content":{"rendered":"

California Residential Code (CRC) contains building provisions that cover construction of one- and two-family dwellings and townhouses that are three stories or less. This is a fully integrated code based on the 2021 International Residential Code\u00ae (Chapters 2-10). California amendments provide consistency with model code format, state and federal laws and regulations, and unique California conditions with regard to the construction of one- and two- family dwellings and townhouses. This code does not include Energy, Mechanical, Plumbing, or Electrical standards, which are found in other parts of Title 24. Effective Date: January 1, 2023.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2022 CALIFORNIA RESIDENTIAL CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 2.5 <\/td>\n<\/tr>\n
2<\/td>\n2022 CALIFORNIA RESIDENTIAL CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 2.5 TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE
ACKNOWLEDGMENTS <\/td>\n<\/tr>\n
6<\/td>\nCALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST <\/td>\n<\/tr>\n
7<\/td>\nHOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS <\/td>\n<\/tr>\n
8<\/td>\nCALIFORNIA MATRIX ADOPTION TABLES <\/td>\n<\/tr>\n
12<\/td>\nEFFECTIVE USE OF THE INTERNATIONAL RESIDENTIAL CODE <\/td>\n<\/tr>\n
14<\/td>\nARRANGEMENT AND FORMAT OF THE 2021 IRC <\/td>\n<\/tr>\n
24<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
30<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 1 \u2013 SCOPE AND APPLICATION <\/td>\n<\/tr>\n
31<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 1 \u2013 SCOPE AND APPLICATION\u2014continued <\/td>\n<\/tr>\n
32<\/td>\nPART I\u2014ADMINISTRATIVE
CHAPTER 1 SCOPE AND APPLICATION
DIVISION 1 CALIFORNIA ADMINISTRATION
SECTION 1.1 GENERAL <\/td>\n<\/tr>\n
34<\/td>\nSECTION 1.2 RESERVED
SECTION 1.3 RESERVED
SECTION 1.4 RESERVED
SECTION 1.5 RESERVED
SECTION 1.6 RESERVED
SECTION 1.7 RESERVED
SECTION 1.8 DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT (HCD)
SECTION 1.8.2 AUTHORITY AND ABBREVIATIONS <\/td>\n<\/tr>\n
36<\/td>\nSECTION 1.8.3 LOCAL ENFORCING AGENCY
SECTION 1.8.4 PERMITS, FEES, APPLICATIONS AND INSPECTIONS <\/td>\n<\/tr>\n
37<\/td>\nSECTION 1.8.5 RIGHT OF ENTRY FOR ENFORCEMENT
SECTION 1.8.6 LOCAL MODIFICATION BY ORDINANCE OR REGULATION <\/td>\n<\/tr>\n
38<\/td>\nSECTION 1.8.7 ALTERNATE MATERIALS, DESIGNS, TESTS AND METHODS OF CONSTRUCTION
SECTION 1.8.8 APPEALS BOARD <\/td>\n<\/tr>\n
39<\/td>\nSECTION 1.8.9 UNSAFE BUILDINGS OR STRUCTURES <\/td>\n<\/tr>\n
40<\/td>\nSECTION 1.8.10 OTHER BUILDING REGULATIONS
SECTION 1.9 RESERVED
SECTION 1.10 RESERVED
SECTION 1.11 OFFICE OF THE STATE FIRE MARSHAL <\/td>\n<\/tr>\n
44<\/td>\nSECTION 1.12 RESERVED
SECTION 1.13 RESERVED
SECTION 1.14 RESERVED <\/td>\n<\/tr>\n
46<\/td>\nDIVISION II ADMINISTRATION
PART 1\u2014SCOPE AND APPLICATION
SECTION R101 SCOPE AND GENERAL REQUIREMENTS
SECTION R102 APPLICABILITY <\/td>\n<\/tr>\n
47<\/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
48<\/td>\nSECTION R105 PERMITS <\/td>\n<\/tr>\n
51<\/td>\nSECTION R106 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
52<\/td>\nSECTION R107 TEMPORARY STRUCTURES AND USES
SECTION R108 FEES
SECTION R109 INSPECTIONS <\/td>\n<\/tr>\n
53<\/td>\nSECTION R110 CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n
54<\/td>\nSECTION R111 SERVICE UTILITIES
SECTION R112 BOARD OF APPEALS
SECTION R113 VIOLATIONS <\/td>\n<\/tr>\n
55<\/td>\nSECTION R114 STOP WORK ORDER <\/td>\n<\/tr>\n
56<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS <\/td>\n<\/tr>\n
57<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
58<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
59<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
60<\/td>\nPART II\u2014DEFINITIONS
CHAPTER 2 DEFINITIONS
SECTION R201 GENERAL
SECTION R202 DEFINITIONS <\/td>\n<\/tr>\n
74<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 3 \u2013 BUILDING PLANNING <\/td>\n<\/tr>\n
75<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 3 \u2013 BUILDING PLANNING\u2014continued <\/td>\n<\/tr>\n
76<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 3 \u2013 BUILDING PLANNING\u2014continued <\/td>\n<\/tr>\n
78<\/td>\nPART III\u2014BUILDING PLANNING AND CONSTRUCTION
CHAPTER 3 BUILDING PLANNING
SECTION R300 SITE DRAINAGE
SECTION R301 DESIGN CRITERIA <\/td>\n<\/tr>\n
81<\/td>\nTABLE R301.2 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA <\/td>\n<\/tr>\n
82<\/td>\nFIGURE R301.2(1) WEATHERING PROBABILITY MAP FOR CONCRETE <\/td>\n<\/tr>\n
83<\/td>\nFIGURE R301.2(2) ULTIMATE DESIGN WIND SPEEDS <\/td>\n<\/tr>\n
84<\/td>\nFIGURE R301.2(3) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES <\/td>\n<\/tr>\n
85<\/td>\nFIGURE R301.2(4) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES <\/td>\n<\/tr>\n
86<\/td>\nFIGURE R301.2.1 COMPONENT AND CLADDING PRESSURE ZONES <\/td>\n<\/tr>\n
87<\/td>\nTABLE R301.2.1(1) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B <\/td>\n<\/tr>\n
88<\/td>\nTABLE R301.2.1(1)\u2014continued COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B <\/td>\n<\/tr>\n
89<\/td>\nTABLE R301.2.1(1)\u2014continued COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B <\/td>\n<\/tr>\n
90<\/td>\nTABLE R301.2.1(2) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR Table R301.2.1(1) <\/td>\n<\/tr>\n
91<\/td>\nFIGURE R301.2.1.1 REGIONS WHERE WIND DESIGN IS REQUIRED <\/td>\n<\/tr>\n
92<\/td>\nTABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
TABLE R301.2.1.3 WIND SPEED CONVERSIONSa
TABLE R301.2.1.5.1 ULTIMATE DESIGN WIND SPEED MODIFICATION FOR TOPOGRAPHIC WIND EFFECT <\/td>\n<\/tr>\n
93<\/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
95<\/td>\nFIGURE R301.2.2.1(1) SEISMIC DESIGN CATEGORIES\u2014ALASKAa <\/td>\n<\/tr>\n
96<\/td>\nFIGURE R301.2.2.1(2) SEISMIC DESIGN CATEGORIES\u2014HAWAIIa <\/td>\n<\/tr>\n
97<\/td>\nFIGURE R301.2.2.1(3) SEISMIC DESIGN CATEGORIES\u2014PUERTO RICOa <\/td>\n<\/tr>\n
98<\/td>\nFIGURE R301.2.2.1(4) SEISMIC DESIGN CATEGORIES\u2014NORTHERN MARIANA ISLANDS AND AMERICAN SAMOAa <\/td>\n<\/tr>\n
99<\/td>\nFIGURE R301.2.2.1(5) SEISMIC DESIGN CATEGORIES\u2014UNITED STATESa <\/td>\n<\/tr>\n
100<\/td>\nFIGURE R301.2.2.1(6) SEISMIC DESIGN CATEGORIES\u2014UNITED STATESa <\/td>\n<\/tr>\n
101<\/td>\nFIGURE R301.2.2.1.1(1) ALTERNATE SEISMIC DESIGN CATEGORIES\u2014ALASKAa <\/td>\n<\/tr>\n
102<\/td>\nFIGURE R301.2.2.1.1(2) ALTERNATE SEISMIC DESIGN CATEGORIES\u2014HAWAIIa <\/td>\n<\/tr>\n
103<\/td>\nFIGURE R301.2.2.1.1(3) ALTERNATE SEISMIC DESIGN CATEGORIES\u2014PUERTO RICOa <\/td>\n<\/tr>\n
104<\/td>\nFIGURE R301.2.2.1.1(4) ALTERNATE SEISMIC DESIGN CATEGORIES\u2014NORTHERN MARIANA ISLANDS AND AMERICAN SAMOAa <\/td>\n<\/tr>\n
105<\/td>\nFIGURE R301.2.2.1.1(5) ALTERNATE SEISMIC DESIGN CATEGORIES\u2014UNITED STATESa <\/td>\n<\/tr>\n
106<\/td>\nFIGURE R301.2.2.1.1(6) ALTERNATE SEISMIC DESIGN CATEGORIES\u2014UNITED STATESa <\/td>\n<\/tr>\n
107<\/td>\nTABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION <\/td>\n<\/tr>\n
109<\/td>\nSECTION R302 FIRE-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
110<\/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
111<\/td>\nTABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSb
TABLE R302.1(1) EXTERIOR WALLS <\/td>\n<\/tr>\n
112<\/td>\nTABLE R302.1(2) EXTERIOR WALLS\u2014DWELLINGS AND ACCESSORY BUILDINGS WITH AUTOMATIC RESIDENTIAL FIRE SPRINKLER PROTECTION <\/td>\n<\/tr>\n
115<\/td>\nTABLE R302.6 DWELLING-GARAGE AND\/OR CARPORT SEPARATION <\/td>\n<\/tr>\n
117<\/td>\nSECTION R303 LIGHT, VENTILATION AND HEATING <\/td>\n<\/tr>\n
119<\/td>\nSECTION R304 MINIMUM ROOM AREAS
SECTION R305 CEILING HEIGHT
SECTION R306 SANITATION
SECTION R307 TOILET, BATH AND SHOWER SPACES
SECTION R308 GLAZING <\/td>\n<\/tr>\n
120<\/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
122<\/td>\nFIGURE R308.4.7 HAZARDOUS GLAZING LOCATIONS AT BOTTOM STAIR LANDINGS <\/td>\n<\/tr>\n
123<\/td>\nSECTION R309 GARAGES AND CARPORTS
SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS <\/td>\n<\/tr>\n
125<\/td>\nSECTION R311 MEANS OF EGRESS <\/td>\n<\/tr>\n
129<\/td>\nSECTION R312 GUARDS AND WINDOW FALL PROTECTION
SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
130<\/td>\nTABLE R313.3.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED <\/td>\n<\/tr>\n
132<\/td>\nFIGURE R313.3.2.4.2 MINIMUM ALLOWABLE DISTANCE BETWEEN SPRINKLER AND OBSTRUCTION <\/td>\n<\/tr>\n
134<\/td>\nEQUATION 29-1 <\/td>\n<\/tr>\n
135<\/td>\nTABLE R313.3.6.2(1) WATER SERVICE PRESSURE LOSS (PLsvc)a, b <\/td>\n<\/tr>\n
136<\/td>\nTABLE R313.3.6.2(2) MINIMUM WATER METER PRESSURE LOSS (PLm)a
TABLE R313.3.6.2(3) ELEVATION LOSS (PLe) <\/td>\n<\/tr>\n
137<\/td>\nTABLE R313.3.6.2(4) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH TYPE M COPPER WATER TUBING <\/td>\n<\/tr>\n
138<\/td>\nTABLE R313.3.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING <\/td>\n<\/tr>\n
139<\/td>\nTABLE R313.3.6.2(6) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH CPVC PIPE <\/td>\n<\/tr>\n
140<\/td>\nTABLE R313.3.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE <\/td>\n<\/tr>\n
141<\/td>\nTABLE R313.3.6.2(8) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH PEX AND PE-RT TUBING <\/td>\n<\/tr>\n
142<\/td>\nTABLE R313.3.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX AND PE-RT TUBING <\/td>\n<\/tr>\n
143<\/td>\nSECTION R314 SMOKE ALARMS <\/td>\n<\/tr>\n
147<\/td>\nSECTION R315 CARBON MONOXIDE ALARMS <\/td>\n<\/tr>\n
149<\/td>\nSECTION R316 FOAM PLASTIC <\/td>\n<\/tr>\n
151<\/td>\nSECTION R317 PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY <\/td>\n<\/tr>\n
152<\/td>\nSECTION R318 PROTECTION AGAINST SUBTERRANEAN TERMITES <\/td>\n<\/tr>\n
153<\/td>\nSECTION R319 SITE ADDRESS
SECTION R320 ACCESSIBILITY
SECTION R321 ELEVATORS AND PLATFORM LIFTS <\/td>\n<\/tr>\n
154<\/td>\nFIGURE R318.4 TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
155<\/td>\nSECTION R322 FLOOD-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
158<\/td>\nSECTION R323 STORM SHELTERS <\/td>\n<\/tr>\n
159<\/td>\nSECTION R324 SOLAR ENERGY SYSTEMS <\/td>\n<\/tr>\n
160<\/td>\nSECTION R325 MEZZANINES <\/td>\n<\/tr>\n
161<\/td>\nSECTION R326 HABITABLE ATTICS
SECTION R327 AGING-IN-PLACE DESIGN AND FALL PREVENTION <\/td>\n<\/tr>\n
162<\/td>\nSECTION R328 ENERGY STORAGE SYSTEMS <\/td>\n<\/tr>\n
164<\/td>\nFIGURE R328.8.1 ESS VEHICLE IMPACT PROTECTION <\/td>\n<\/tr>\n
165<\/td>\nSECTION R329 STATIONARY ENGINE GENERATORS
SECTION R330 STATIONARY FUEL CELL POWER SYSTEMS
SECTION R334 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING
SECTION R335 SPECIAL PROVISIONS FOR LICENSED 24-HOUR CARE FACILITIES IN A GROUP R-3.1 <\/td>\n<\/tr>\n
168<\/td>\nSECTION R336 LARGE FAMILY DAY-CARE HOMES <\/td>\n<\/tr>\n
169<\/td>\nSECTION R337 MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE
SECTION R337.1 SCOPE, PURPOSE AND APPLICATION <\/td>\n<\/tr>\n
170<\/td>\nSECTION R337.2 DEFINITIONS <\/td>\n<\/tr>\n
171<\/td>\nSECTION R337.3 STANDARDS OF QUALITY <\/td>\n<\/tr>\n
172<\/td>\nSECTION R337.4 IGNITION-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
173<\/td>\nSECTION R337.5 ROOFING
SECTION R337.6 VENTS
SECTION R337.7 EXTERIOR COVERING <\/td>\n<\/tr>\n
176<\/td>\nSECTION R337.8 EXTERIOR WINDOWS, SKYLIGHTS AND DOORS <\/td>\n<\/tr>\n
177<\/td>\nSECTION R337.9 DECKING <\/td>\n<\/tr>\n
178<\/td>\nSECTION R337.10 ACCESSORY BUILDINGS AND MISCELLANEOUS STRUCTURES <\/td>\n<\/tr>\n
179<\/td>\nSECTION R338 ELECTRIC VEHICLE
SECTION R340 POLLUTANT CONTROL <\/td>\n<\/tr>\n
180<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 4 \u2013 FOUNDATIONS <\/td>\n<\/tr>\n
182<\/td>\nCHAPTER 4 FOUNDATIONS
SECTION R401 GENERAL
TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa <\/td>\n<\/tr>\n
183<\/td>\nSECTION R402 MATERIALS <\/td>\n<\/tr>\n
184<\/td>\nTABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
SECTION R403 FOOTINGS <\/td>\n<\/tr>\n
185<\/td>\nTABLE R403.1(1) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
186<\/td>\nTABLE R403.1(2) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION WITH BRICK VENEER OR LATH AND PLASTER <\/td>\n<\/tr>\n
187<\/td>\nTABLE R403.1(3) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS WITH CAST-IN-PLACE CONCRETE OR PARTIALLY GROUTED MASONRY WALL CONSTRUCTION <\/td>\n<\/tr>\n
188<\/td>\nFIGURE R403.1(1) PLAIN CONCRETE FOOTINGS WITH MASONRY AND CONCRETE STEM WALLS IN SEISMIC DESIGN CATEGORIES A, B AND C <\/td>\n<\/tr>\n
189<\/td>\nFIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION
FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION <\/td>\n<\/tr>\n
190<\/td>\nFIGURE R403.1.3 REINFORCED CONCRETE FOOTINGS AND MASONRY AND CONCRETE STEM WALLS IN SDC D0, D1 AND D2 <\/td>\n<\/tr>\n
193<\/td>\nFIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES <\/td>\n<\/tr>\n
194<\/td>\nFIGURE R403.3(1) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS
TABLE R403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS <\/td>\n<\/tr>\n
195<\/td>\nFIGURE R403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD <\/td>\n<\/tr>\n
196<\/td>\nTABLE R403.3(2) AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
197<\/td>\nTABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
198<\/td>\nTABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
199<\/td>\nTABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
200<\/td>\nTABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
201<\/td>\nFIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE
FIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE <\/td>\n<\/tr>\n
202<\/td>\nSECTION R404 FOUNDATION AND RETAINING WALLS <\/td>\n<\/tr>\n
203<\/td>\nTABLE R403.4 MINIMUM DEPTH (D) AND WIDTH (W) OF CRUSHED STONE FOOTINGS <\/td>\n<\/tr>\n
204<\/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
205<\/td>\nTABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLSf <\/td>\n<\/tr>\n
206<\/td>\nTABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d \u2265 5 INCHES <\/td>\n<\/tr>\n
207<\/td>\nTABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d \u2265 6.75 INCHES <\/td>\n<\/tr>\n
208<\/td>\nTABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d \u2265 8.75 INCHES <\/td>\n<\/tr>\n
209<\/td>\nTABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLS
TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
210<\/td>\nTABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
211<\/td>\nTABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
212<\/td>\nTABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
213<\/td>\nTABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
214<\/td>\nTABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
215<\/td>\nTABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10- AND 12-INCH NOMINAL FLAT BASEMENT WALLS <\/td>\n<\/tr>\n
216<\/td>\nTABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND ALTERNATE GRADE OF STEEL <\/td>\n<\/tr>\n
221<\/td>\nFIGURE R404.1.5.3 FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS <\/td>\n<\/tr>\n
223<\/td>\nTABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION
SECTION R405 FOUNDATION DRAINAGE <\/td>\n<\/tr>\n
224<\/td>\nSECTION R406 FOUNDATION WATER PROOFING AND DAMPPROOFING <\/td>\n<\/tr>\n
225<\/td>\nTABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM
SECTION R407 COLUMNS <\/td>\n<\/tr>\n
226<\/td>\nSECTION R408 UNDER-FLOOR SPACE <\/td>\n<\/tr>\n
228<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 5 \u2013 FLOORS <\/td>\n<\/tr>\n
230<\/td>\nCHAPTER 5 FLOORS
SECTION R501 GENERAL
SECTION R502 WOOD FLOOR FRAMING <\/td>\n<\/tr>\n
231<\/td>\nFIGURE R502.2 FLOOR CONSTRUCTION <\/td>\n<\/tr>\n
232<\/td>\nTABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L\/\u0394 = 360)a <\/td>\n<\/tr>\n
233<\/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
234<\/td>\nTABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u0394 = 360)b <\/td>\n<\/tr>\n
235<\/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
236<\/td>\nTABLE R502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLY <\/td>\n<\/tr>\n
237<\/td>\nTABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONY <\/td>\n<\/tr>\n
238<\/td>\nFIGURE R502.8 CUTTING, NOTCHING AND DRILLING <\/td>\n<\/tr>\n
239<\/td>\nSECTION R503 FLOOR SHEATHING
TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING <\/td>\n<\/tr>\n
240<\/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
241<\/td>\nTABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa
SECTION R504 PRESSURE PRESERVATIVE-TREATED WOOD FLOORS (ON GROUND)
SECTION R505 COLD-FORMED STEEL FLOOR FRAMING <\/td>\n<\/tr>\n
243<\/td>\nTABLE R505.3.1(1) FLOOR-TO-FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS <\/td>\n<\/tr>\n
244<\/td>\nTABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa
FIGURE R505.3.1(1) FLOOR-TO-EXTERIOR LOAD-BEARING WALL STUD CONNECTION <\/td>\n<\/tr>\n
245<\/td>\nFIGURE R505.3.1(2) FLOOR-TO-WOOD-SILL CONNECTION
FIGURE R505.3.1(3) FLOOR-TO-FOUNDATION CONNECTION <\/td>\n<\/tr>\n
246<\/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
247<\/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
248<\/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
249<\/td>\nTABLE R505.3.2 ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014SINGLE OR CONTINUOUS SPANS <\/td>\n<\/tr>\n
250<\/td>\nFIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID)
FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP) <\/td>\n<\/tr>\n
251<\/td>\nFIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS
FIGURE R505.3.4(2) BEARING STIFFENER <\/td>\n<\/tr>\n
252<\/td>\nFIGURE R505.3.7 TRACK SPLICE
FIGURE R505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION\u20146-FOOT FLOOR OPENING <\/td>\n<\/tr>\n
253<\/td>\nFIGURE R505.3.8(2) COLD-FORMED STEEL FLOOR CONSTRUCTION\u20148-FOOT FLOOR OPENING
FIGURE R505.3.8(3) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION\u20146-FOOT OPENING <\/td>\n<\/tr>\n
254<\/td>\nFIGURE R505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION\u20148-FOOT OPENING
SECTION R506 CONCRETE FLOORS (ON GROUND) <\/td>\n<\/tr>\n
255<\/td>\nSECTION R507 EXTERIOR DECKS <\/td>\n<\/tr>\n
256<\/td>\nTABLE R507.2.3 FASTENER AND CONNECTOR SPECIFICATIONS FOR DECKS
FIGURE R507.3 DECK POSTS TO DECK FOOTING CONNECTION <\/td>\n<\/tr>\n
257<\/td>\nTABLE R507.3.1 MINIMUM FOOTING SIZE FOR DECKS <\/td>\n<\/tr>\n
258<\/td>\nTABLE R507.4 DECK POST HEIGHT <\/td>\n<\/tr>\n
259<\/td>\nTABLE R507.4\u2014continued DECK POST HEIGHT <\/td>\n<\/tr>\n
260<\/td>\nFIGURE R507.5 TYPICAL DECK JOIST SPANS <\/td>\n<\/tr>\n
261<\/td>\nTABLE R507.5(1) MAXIMUM DECK BEAM SPAN\u201440 PSF LIVE LOADc <\/td>\n<\/tr>\n
262<\/td>\nTABLE R507.5(2) MAXIMUM DECK BEAM SPAN\u201450 PSF GROUND SNOW LOADc <\/td>\n<\/tr>\n
263<\/td>\nTABLE R507.5(3) MAXIMUM DECK BEAM SPAN\u201460 PSF GROUND SNOW LOADc <\/td>\n<\/tr>\n
264<\/td>\nTABLE R507.5(4) MAXIMUM DECK BEAM SPAN\u201470 PSF GROUND SNOW LOADc <\/td>\n<\/tr>\n
265<\/td>\nTABLE R507.5(5) JOIST SPAN FACTORS FOR CALCULATING EFFECTIVE DECK JOIST SPAN
FIGURE R507.5.1(1) DECK BEAM TO DECK POST <\/td>\n<\/tr>\n
266<\/td>\nFIGURE R507.5.1(2) NOTCHED POST-TO-BEAM CONNECTION <\/td>\n<\/tr>\n
267<\/td>\nFIGURE R507.6 TYPICAL DECK JOIST SPANS <\/td>\n<\/tr>\n
268<\/td>\nTABLE R507.6 MAXIMUM DECK JOIST SPANS <\/td>\n<\/tr>\n
269<\/td>\nTABLE R507.6\u2014continued MAXIMUM DECK JOIST SPANS
TABLE R507.7 MAXIMUM JOIST SPACING FOR WOOD DECKING <\/td>\n<\/tr>\n
270<\/td>\nTABLE R507.9.1.3(1) DECK LEDGER CONNECTION TO BAND JOIST <\/td>\n<\/tr>\n
271<\/td>\nTABLE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS
FIGURE R507.9.1.3(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS
FIGURE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS <\/td>\n<\/tr>\n
272<\/td>\nFIGURE R507.9.2(1) DECK ATTACHMENT FOR LATERAL LOADS
FIGURE R507.9.2(2) DECK ATTACHMENT FOR LATERAL LOADS <\/td>\n<\/tr>\n
274<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 6 \u2013 WALL CONSTRUCTION <\/td>\n<\/tr>\n
276<\/td>\nCHAPTER 6 WALL CONSTRUCTION
SECTION R601 GENERAL
SECTION R602 WOOD WALL FRAMING <\/td>\n<\/tr>\n
278<\/td>\nTABLE R602.3(1) FASTENING SCHEDULE <\/td>\n<\/tr>\n
279<\/td>\nTABLE R602.3(1)\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
280<\/td>\nTABLE R602.3(1)\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
281<\/td>\nTABLE R602.3(1)\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
282<\/td>\nTABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) <\/td>\n<\/tr>\n
283<\/td>\nTABLE R602.3(2)\u2014continued ALTERNATE ATTACHMENTS TO TABLE R602.3(1)
TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES
TABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLE BOARD WALL SHEATHINGa <\/td>\n<\/tr>\n
284<\/td>\nTABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDSa
TABLE R602.3(6) ALTERNATE WOOD BEARING WALL STUD SIZE, HEIGHT AND SPACING <\/td>\n<\/tr>\n
285<\/td>\nFIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING <\/td>\n<\/tr>\n
286<\/td>\nFIGURE R602.3(2) FRAMING DETAILS <\/td>\n<\/tr>\n
287<\/td>\nTABLE R602.3.2 SINGLE TOP-PLATE SPLICE CONNECTION DETAILS <\/td>\n<\/tr>\n
288<\/td>\nFIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING
FIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS <\/td>\n<\/tr>\n
289<\/td>\nTABLE R602.7.5 MINIMUM NUMBER OF FULL-HEIGHT STUDS AT EACH END OF HEADERS IN EXTERIOR WALLSa
FIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS <\/td>\n<\/tr>\n
290<\/td>\nTABLE R602.7(1) GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS <\/td>\n<\/tr>\n
291<\/td>\nTABLE R602.7(1)\u2014continued GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS <\/td>\n<\/tr>\n
292<\/td>\nTABLE R602.7(2) GIRDER SPANSa AND HEADER SPANSa FOR INTERIOR BEARING WALLS
TABLE R602.7(3) GIRDER AND HEADER SPANSa FOR OP <\/td>\n<\/tr>\n
293<\/td>\nFIGURE R602.7.1(1) SINGLE-MEMBER HEADER IN EXTERIOR BEARING WALL
FIGURE R602.7.1(2) ALTERNATIVE SINGLE-MEMBER HEADER WITHOUT CRIPPLE
FIGURE R602.7.2 RIM BOARD HEADER CONSTRUCTION <\/td>\n<\/tr>\n
294<\/td>\nTABLE R602.7.3 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa
FIGURE R602.7.3 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION <\/td>\n<\/tr>\n
295<\/td>\nFIGURE R602.10.1.1 BRACED WALL LINES <\/td>\n<\/tr>\n
296<\/td>\nTABLE R602.10.1.3 BRACED WALL LINE SPACING
FIGURE R602.10.1.4 ANGLED WALLS <\/td>\n<\/tr>\n
298<\/td>\nFIGURE R602.10.2.2 LOCATION OF BRACED WALL PANELS <\/td>\n<\/tr>\n
299<\/td>\nTABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED <\/td>\n<\/tr>\n
300<\/td>\nTABLE R602.10.3(1)\u2014continued BRACING REQUIREMENTS BASED ON WIND SPEED <\/td>\n<\/tr>\n
301<\/td>\nTABLE R602.10.3(1)\u2014continued BRACING REQUIREMENTS BASED ON WIND SPEED <\/td>\n<\/tr>\n
302<\/td>\nTABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING <\/td>\n<\/tr>\n
303<\/td>\nTABLE R602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY <\/td>\n<\/tr>\n
304<\/td>\nTABLE R602.10.3(3)\u2014continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY <\/td>\n<\/tr>\n
305<\/td>\nTABLE R602.10.3(3)\u2014continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY <\/td>\n<\/tr>\n
306<\/td>\nTABLE R602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING <\/td>\n<\/tr>\n
308<\/td>\nTABLE R602.10.4 BRACING METHODS <\/td>\n<\/tr>\n
309<\/td>\nTABLE R602.10.4\u2014continued BRACING METHODS <\/td>\n<\/tr>\n
311<\/td>\nTABLE R602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS <\/td>\n<\/tr>\n
312<\/td>\nFIGURE R602.10.5 BRACED WALL PANELS WITH CONTINUOUS SHEATHING
TABLE R602.10.5.2 PARTIAL CREDIT FOR BRACED WALL PANELS LESS THAN 48 INCHES IN ACTUAL LENGTH
TABLE R602.10.6.1 MINIMUM HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS <\/td>\n<\/tr>\n
313<\/td>\nFIGURE R602.10.6.1 METHOD ABW\u2014ALTERNATE BRACED WALL PANEL
FIGURE R602.10.6.2 METHOD PFH\u2014PORTAL FRAME WITH HOLD-DOWNS <\/td>\n<\/tr>\n
314<\/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
315<\/td>\nTABLE R602.10.6.4 TENSION STRAP CAPACITY FOR RESISTING WIND PRESSURES PERPENDICULAR TO METHODS PFH, PFG AND CS-PF BRACED WALL PANELSa <\/td>\n<\/tr>\n
316<\/td>\nFIGURE R602.10.6.4 METHOD CS-PF\u2014CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION <\/td>\n<\/tr>\n
317<\/td>\nFIGURE R602.10.6.5.2 METHOD BV-WSP\u2014WALL BRACING FOR DWELLINGS WITH STONE AND MASONRY VENEER IN SEISMIC DESIGN CATEGORIES D0, D1 and D2 <\/td>\n<\/tr>\n
318<\/td>\nTABLE R602.10.6.5.4 METHOD BV-WSP WALL BRACING REQUIREMENTSd <\/td>\n<\/tr>\n
319<\/td>\nTABLE R602.10.6.5.4\u2014continued METHOD BV-WSP WALL BRACING REQUIREMENTSd <\/td>\n<\/tr>\n
320<\/td>\nFIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING <\/td>\n<\/tr>\n
321<\/td>\nFIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR\/CEILING FRAMING <\/td>\n<\/tr>\n
322<\/td>\nFIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR\/CEILING FRAMING
FIGURE 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
323<\/td>\nFIGURE R602.10.8.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES <\/td>\n<\/tr>\n
324<\/td>\nFIGURE R602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS <\/td>\n<\/tr>\n
326<\/td>\nFIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION
FIGURE R602.12.1 RECTANGLE CIRCUMSCRIBING AN ENCLOSED BUILDING <\/td>\n<\/tr>\n
327<\/td>\nFIGURE R602.12.5BRACING UNIT DISTRIBUTION <\/td>\n<\/tr>\n
328<\/td>\nTABLE R602.12.4 MINIMUM NUMBER OF BRACING UNITS ON EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE <\/td>\n<\/tr>\n
329<\/td>\nSECTION R603 COLD-FORMED STEEL WALL FRAMING <\/td>\n<\/tr>\n
330<\/td>\nTABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa, b <\/td>\n<\/tr>\n
331<\/td>\nFIGURE R603.3.1(1) WALL TO FLOOR CONNECTION
FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION <\/td>\n<\/tr>\n
332<\/td>\nFIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION
FIGURE R603.3.1(4) WIND UPLIFT CONNECTOR <\/td>\n<\/tr>\n
333<\/td>\nTABLE R603.3.1.1(1) GABLE ENDWALL TO FLOOR CONNECTION REQUIREMENTS
TABLE R603.3.1.1(2) GABLE ENDWALL BOTTOM TRACK TO FOUNDATION CONNECTION REQUIREMENTS <\/td>\n<\/tr>\n
334<\/td>\nTABLE R603.3.2(1) WALL FASTENING SCHEDULEa
TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY <\/td>\n<\/tr>\n
335<\/td>\nTABLE R603.3.2(3) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY <\/td>\n<\/tr>\n
336<\/td>\nTABLE R603.3.2(4) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY <\/td>\n<\/tr>\n
337<\/td>\nTABLE R603.3.2(5) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY <\/td>\n<\/tr>\n
338<\/td>\nTABLE R603.3.2(6) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY <\/td>\n<\/tr>\n
339<\/td>\nTABLE R603.3.2(7) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING <\/td>\n<\/tr>\n
340<\/td>\nTABLE R603.3.2(8) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING <\/td>\n<\/tr>\n
341<\/td>\nTABLE R603.3.2(9) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING <\/td>\n<\/tr>\n
342<\/td>\nTABLE R603.3.2(10) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING <\/td>\n<\/tr>\n
343<\/td>\nTABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING <\/td>\n<\/tr>\n
344<\/td>\nTABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING <\/td>\n<\/tr>\n
345<\/td>\nTABLE R603.3.2(13) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING <\/td>\n<\/tr>\n
346<\/td>\nTABLE R603.3.2(14) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING <\/td>\n<\/tr>\n
347<\/td>\nTABLE R603.3.2(15) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING <\/td>\n<\/tr>\n
348<\/td>\nTABLE R603.3.2(16) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING <\/td>\n<\/tr>\n
349<\/td>\nTABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHT <\/td>\n<\/tr>\n
350<\/td>\nTABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHT <\/td>\n<\/tr>\n
351<\/td>\nFIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY <\/td>\n<\/tr>\n
352<\/td>\nFIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL
FIGURE R603.3.5 TRACK SPLICE <\/td>\n<\/tr>\n
353<\/td>\nFIGURE R603.4 CORNER FRAMING <\/td>\n<\/tr>\n
354<\/td>\nTABLE R603.6(1) BOX-BEAM AND BACK-TO-BACK HEADER SPANS <\/td>\n<\/tr>\n
355<\/td>\nTABLE R603.6(2) BOX-BEAM AND BACK-TO-BACK HEADER SPANS <\/td>\n<\/tr>\n
356<\/td>\nTABLE R603.6(3) BOX-BEAM AND BACK-TO-BACK HEADER SPANS <\/td>\n<\/tr>\n
357<\/td>\nTABLE R603.6(4) BOX-BEAM AND BACK-TO-BACK HEADER SPANS <\/td>\n<\/tr>\n
358<\/td>\nTABLE R603.6(5) BOX-BEAM AND BACK-TO-BACK HEADER SPANS <\/td>\n<\/tr>\n
359<\/td>\nTABLE R603.6(6) BOX-BEAM AND BACK-TO-BACK HEADER SPANS <\/td>\n<\/tr>\n
360<\/td>\nFIGURE R603.6(1) BOX BEAM HEADER
FIGURE R603.6(2) BACK-TO-BACK HEADER <\/td>\n<\/tr>\n
361<\/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
362<\/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
TABLE R603.8 HEAD AND SILL TRACK SPAN <\/td>\n<\/tr>\n
363<\/td>\nFIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN
TABLE R603.9.2(1) MINIMUM PERCENTAGE OF FULL-HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLS <\/td>\n<\/tr>\n
364<\/td>\nTABLE R603.9.2(2) FULL-HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS
FIGURE R603.9.4.2 CORNER STUD HOLD-DOWN DETAIL
SECTION R604 WOOD STRUCTURAL PANELS
SECTION R605 PARTICLEBOARD <\/td>\n<\/tr>\n
365<\/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
366<\/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
367<\/td>\nTABLE R603.9.5(3) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 33-MIL COLD-FORMED STEEL FRAMING AND 4-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING <\/td>\n<\/tr>\n
368<\/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 R606 GENERAL MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
369<\/td>\nTABLE R606.2.8 MORTAR PROPORTIONS <\/td>\n<\/tr>\n
370<\/td>\nTABLE R606.2.12 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
371<\/td>\nTABLE R606.3.4.1 MINIMUM CORROSION PROTECTION
TABLE R606.3.5.1 GROUT SPACE DIMENSIONS AND POUR HEIGHTS <\/td>\n<\/tr>\n
373<\/td>\nTABLE R606.6.4 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS <\/td>\n<\/tr>\n
374<\/td>\nTABLE R606.9 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
375<\/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
376<\/td>\nFIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C <\/td>\n<\/tr>\n
377<\/td>\nFIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1 OR D2
TABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES <\/td>\n<\/tr>\n
379<\/td>\nTABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDINGS ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1
TABLE 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
380<\/td>\nSECTION R607 GLASS UNIT MASONRY <\/td>\n<\/tr>\n
381<\/td>\nFIGURE R607.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE <\/td>\n<\/tr>\n
382<\/td>\nSECTION R608 EXTERIOR CONCRETE WALL CONSTRUCTION <\/td>\n<\/tr>\n
383<\/td>\nTABLE R608.3 DIMENSIONAL REQUIREMENTS FOR WALLSa <\/td>\n<\/tr>\n
384<\/td>\nFIGURE R608.3(1) FLAT WALL SYSTEM
FIGURE R608.3(2) WAFFLE-GRID WALL SYSTEM
FIGURE R608.3(3) SCREEN-GRID WALL SYSTEM <\/td>\n<\/tr>\n
385<\/td>\nTABLE R608.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS <\/td>\n<\/tr>\n
386<\/td>\nFIGURE R608.5.4(1) LAP SPLICES
FIGURE R608.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION <\/td>\n<\/tr>\n
387<\/td>\nFIGURE R608.5.4(3) STANDARD HOOKS <\/td>\n<\/tr>\n
388<\/td>\nTABLE R608.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND ALTERNATIVE GRADE OF STEEL <\/td>\n<\/tr>\n
389<\/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-FRAME SECOND STORY <\/td>\n<\/tr>\n
390<\/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
391<\/td>\nTABLE R608.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
392<\/td>\nTABLE R608.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
393<\/td>\nTABLE R608.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
394<\/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
395<\/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
396<\/td>\nEQUATION R6-1
EQUATION R6-2 <\/td>\n<\/tr>\n
397<\/td>\nTABLE R608.7.1.1(1) 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
398<\/td>\nTABLE R608.7.1.1(1)\u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORYa, c, d, e, f, g <\/td>\n<\/tr>\n
399<\/td>\nTABLE R608.7.1.1(2) 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
400<\/td>\nTABLE R608.7.1.1(2)\u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORYa, c, d, e, f, g <\/td>\n<\/tr>\n
401<\/td>\nTABLE R608.7.1.1(3) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE <\/td>\n<\/tr>\n
402<\/td>\nTABLE R608.7.1.1(3)\u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa, c, d, e, f, g <\/td>\n<\/tr>\n
403<\/td>\nTABLE R608.7.1.1(4) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEETa <\/td>\n<\/tr>\n
404<\/td>\nTABLE R608.7.1.1(5) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEET <\/td>\n<\/tr>\n
405<\/td>\nTABLE R608.7.1.1(6) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLS <\/td>\n<\/tr>\n
406<\/td>\nFIGURE R608.7.1.1(1) MINIMUM SOLID WALL LENGTH <\/td>\n<\/tr>\n
407<\/td>\nFIGURE R608.7.1.1(2) VERTICAL REINFORCEMENT LAYOUT DETAIL <\/td>\n<\/tr>\n
408<\/td>\nFIGURE R608.7.1.1(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS <\/td>\n<\/tr>\n
410<\/td>\nFIGURE R608.8(1) REINFORCEMENT OF OPENINGS
FIGURE R608.8(2) LINTEL FOR FLAT WALLS <\/td>\n<\/tr>\n
411<\/td>\nFIGURE R608.8(3) LINTELS FOR WAFFLE-GRID WALLS <\/td>\n<\/tr>\n
412<\/td>\nFIGURE R608.8(4) LINTELS FOR SCREEN-GRID WALLS <\/td>\n<\/tr>\n
413<\/td>\nTABLE R608.8(1) LINTEL DESIGN LOADING CONDITIONS <\/td>\n<\/tr>\n
414<\/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
415<\/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
416<\/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
417<\/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
418<\/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
419<\/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
420<\/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
421<\/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
422<\/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
423<\/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
424<\/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
425<\/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
426<\/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
427<\/td>\nTABLE R608.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS <\/td>\n<\/tr>\n
428<\/td>\nTABLE R608.8(9)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g
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
430<\/td>\nFIGURE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
431<\/td>\nTABLE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
432<\/td>\nFIGURE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
433<\/td>\nTABLE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
434<\/td>\nFIGURE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
435<\/td>\nTABLE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
436<\/td>\nFIGURE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
437<\/td>\nTABLE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
438<\/td>\nFIGURE R608.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
439<\/td>\nTABLE R608.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
440<\/td>\nFIGURE R608.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
441<\/td>\nTABLE R608.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
442<\/td>\nFIGURE R608.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
443<\/td>\nTABLE R608.9(7) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
444<\/td>\nFIGURE R608.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
445<\/td>\nTABLE R608.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
446<\/td>\nFIGURE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
447<\/td>\nTABLE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
448<\/td>\nFIGURE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
449<\/td>\nTABLE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
450<\/td>\nFIGURE R608.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
451<\/td>\nTABLE R608.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
452<\/td>\nFIGURE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
453<\/td>\nTABLE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
SECTION R609 EXTERIOR WINDOWS AND DOORS <\/td>\n<\/tr>\n
455<\/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 <\/td>\n<\/tr>\n
456<\/td>\nFIGURE R609.7.2(5) THROUGH THE FLANGE
FIGURE R609.7.2(6) THROUGH THE FLANGE
FIGURE R609.7.2(7) FRAME CLIP
FIGURE R609.7.2(8) THROUGH THE FLANGE <\/td>\n<\/tr>\n
457<\/td>\nSECTION R610 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION
FIGURE R610.4 SIP WALL PANEL <\/td>\n<\/tr>\n
459<\/td>\nTABLE R610.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY <\/td>\n<\/tr>\n
460<\/td>\nTABLE R610.5(2) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF ONLY <\/td>\n<\/tr>\n
461<\/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
462<\/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
463<\/td>\nFIGURE R610.5(5) SIP WALL-TO-WALL HANGING FLOOR FRAME CONNECTION
FIGURE R610.5.1 SIP WALL FRAMING CONFIGURATION <\/td>\n<\/tr>\n
464<\/td>\nFIGURE R610.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT
FIGURE R610.5.4 SIP CORNER FRAMING DETAIL <\/td>\n<\/tr>\n
465<\/td>\nFIGURE R610.8 TYPICAL SIP WALL PANEL-TO-PANEL CONNECTION DETAILS <\/td>\n<\/tr>\n
466<\/td>\nTABLE R610.8 MAXIMUM SPANS FOR 117\/8-INCH OR DEEPER SIP HEADERS <\/td>\n<\/tr>\n
468<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 7 \u2013 WALL COVERING <\/td>\n<\/tr>\n
470<\/td>\nCHAPTER 7 WALL COVERING
SECTION R701 GENERAL
SECTION R702 INTERIOR COVERING
TABLE R702.1(1) THICKNESS OF PLASTER <\/td>\n<\/tr>\n
471<\/td>\nTABLE R702.1(2) GYPSUM PLASTER PROPORTIONS
TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME <\/td>\n<\/tr>\n
473<\/td>\nTABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS <\/td>\n<\/tr>\n
474<\/td>\nTABLE R702.3.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
TABLE R702.4.2 BACKER BOARD MATERIALS <\/td>\n<\/tr>\n
475<\/td>\nTABLE R702.7(1) VAPOR RETARDER MATERIALS AND CLASSES
TABLE R702.7(2) VAPOR RETARDER OPTIONS
SECTION R703 EXTERIOR COVERING <\/td>\n<\/tr>\n
476<\/td>\nTABLE R702.7(3) CLASS III VAPOR RETARDERS
TABLE R702.7(4) CONTINUOUS INSULATION WITH CLASS II VAPOR RETARDER <\/td>\n<\/tr>\n
477<\/td>\nTABLE R702.7(5) IECC VS. CALIFORNIA ENERGY CODE CLIMATE ZONE COMPARISON <\/td>\n<\/tr>\n
478<\/td>\nTABLE R703.3(1) SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
479<\/td>\nTABLE R703.3(1)\u2014continued SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
480<\/td>\nTABLE R703.3(2) SCREW FASTENER SUBSTITUTION FOR SIDING ATTACHMENT TO COLD-FORMED STEEL LIGHT FRAME CONSTRUCTION
TABLE R703.3.2 LIMITS FOR ATTACHMENT PER Table R703.3(1)
TABLE R703.3.3 OPTIONAL SIDING ATTACHMENT SCHEDULE FOR FASTENERS WHERE NO STUD PENETRATION NECESSARY <\/td>\n<\/tr>\n
481<\/td>\nTABLE R703.6.1 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa <\/td>\n<\/tr>\n
482<\/td>\nTABLE R703.6.3(1) SINGLE-COURSE SIDEWALL FASTENERS
TABLE R703.6.3(2) DOUBLE-COURSE SIDEWALL FASTENERS <\/td>\n<\/tr>\n
484<\/td>\nFIGURE R703.8(1) TYPICAL MASONRY VENEER WALL DETAILSd <\/td>\n<\/tr>\n
485<\/td>\nFIGURE R703.8(2) TYPICAL MASONRY VENEER WALL DETAILSe <\/td>\n<\/tr>\n
486<\/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
487<\/td>\nFIGURE R703.8.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES
FIGURE R703.8.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS <\/td>\n<\/tr>\n
488<\/td>\nTABLE R703.8.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER
TABLE R703.8.3.2 HEIGHT OF MASONRY VENEER ABOVE OPENING <\/td>\n<\/tr>\n
489<\/td>\nFIGURE R703.8.3.2 MASONRY VENEER OPENING
TABLE R703.8.4(1) TIE ATTACHMENT AND AIRSPACE REQUIREMENTS <\/td>\n<\/tr>\n
490<\/td>\nTABLE R703.8.4(2) REQUIRED BRICK TIE SPACING FOR DIRECT APPLICATION TO WOOD STRUCTURAL PANEL SHEATHING <\/td>\n<\/tr>\n
492<\/td>\nTABLE R703.11.2 REQUIRED MINIMUM WIND LOAD DESIGN PRESSURE RATING FOR VINYL SIDING INSTALLED OVER FOAM PLASTIC SHEATHING ALONE <\/td>\n<\/tr>\n
493<\/td>\nTABLE R703.15.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT <\/td>\n<\/tr>\n
494<\/td>\nTABLE R703.15.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT <\/td>\n<\/tr>\n
495<\/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
496<\/td>\nSECTION R704 SOFFITS <\/td>\n<\/tr>\n
497<\/td>\nFIGURE R704.2.1(1) TYPICAL SINGLE-SPAN VINYL SOFFIT PANEL SUPPORT <\/td>\n<\/tr>\n
498<\/td>\nFIGURE R704.2.1(2) TYPICAL DOUBLE-SPAN VINYL SOFFIT PANEL SUPPORT <\/td>\n<\/tr>\n
499<\/td>\nTABLE R704.3.4 PRESCRIPTIVE ALTERNATIVE FOR WOOD STRUCTURAL PANEL SOFFIT <\/td>\n<\/tr>\n
500<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 8 \u2013 ROOF-CEILING CONSTRUCTION <\/td>\n<\/tr>\n
502<\/td>\nCHAPTER 8 ROOF-CEILING CONSTRUCTION
SECTION R801 GENERAL
SECTION R802 WOOD ROOF FRAMING <\/td>\n<\/tr>\n
504<\/td>\nTABLE R802.4.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
505<\/td>\nTABLE R802.4.1(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
506<\/td>\nTABLE R802.4.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L\/\u0394 = 240)(Roof live load = 20 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
507<\/td>\nTABLE R802.4.1(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
508<\/td>\nTABLE R802.4.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
509<\/td>\nTABLE R802.4.1(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
510<\/td>\nTABLE R802.4.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
511<\/td>\nTABLE R802.4.1(4)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
512<\/td>\nTABLE R802.4.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
513<\/td>\nTABLE R802.4.1(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
514<\/td>\nTABLE R802.4.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
515<\/td>\nTABLE R802.4.1(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
516<\/td>\nTABLE R802.4.1(7) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
517<\/td>\nTABLE R802.4.1(7)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
518<\/td>\nTABLE R802.4.1(8) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
519<\/td>\nTABLE R802.4.1(8)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
520<\/td>\nTABLE R802.4.1(9) RAFTER SPAN ADJUSTMENT FACTOR
FIGURE R802.4.5 BRACED RAFTER CONSTRUCTION <\/td>\n<\/tr>\n
521<\/td>\nTABLE R802.5.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
522<\/td>\nTABLE R802.5.1(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
523<\/td>\nTABLE R802.5.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
524<\/td>\nTABLE R802.5.1(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
525<\/td>\nTABLE R802.5.2(1) RAFTER\/CEILING JOIST HEEL JOINT CONNECTIONSg
TABLE R802.5.2(2) HEEL JOINT CONNECTION ADJUSTMENT FACTORS <\/td>\n<\/tr>\n
526<\/td>\nFIGURE R802.7.1.1 RAFTER NOTCH <\/td>\n<\/tr>\n
527<\/td>\nFIGURE R802.7.1.2 CEILING JOIST TAPER CUT <\/td>\n<\/tr>\n
529<\/td>\nTABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION <\/td>\n<\/tr>\n
530<\/td>\nTABLE R802.11\u2014continued RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION) <\/td>\n<\/tr>\n
531<\/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
532<\/td>\nFIGURE R804.3 COLD-FORMED STEEL ROOF CONSTRUCTION <\/td>\n<\/tr>\n
533<\/td>\nTABLE R804.3 ROOF FRAMING FASTENING SCHEDULE <\/td>\n<\/tr>\n
534<\/td>\nTABLE R804.3.1.1(1) CEILING JOIST SPANS 10 PSF LIVE LOAD (NO ATTIC STORAGE) <\/td>\n<\/tr>\n
535<\/td>\nTABLE R804.3.1.1(2) CEILING JOIST SPANS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE) <\/td>\n<\/tr>\n
536<\/td>\nTABLE R804.3.1.1(3) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTIONa
FIGURE R804.3.1.1 JOIST TO RAFTER CONNECTION <\/td>\n<\/tr>\n
537<\/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
538<\/td>\nFIGURE R804.3.1.4 SPLICED CEILING JOISTS <\/td>\n<\/tr>\n
539<\/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
540<\/td>\nFIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS <\/td>\n<\/tr>\n
541<\/td>\nFIGURE R804.3.2.4 RIDGE MEMBER CONNECTION <\/td>\n<\/tr>\n
542<\/td>\nTABLE R804.3.2.4 SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR ROOF RAFTER TO RIDGE MEMBER CONNECTIONa <\/td>\n<\/tr>\n
543<\/td>\nFIGURE R804.3.5(1) ROOF OR CEILING OPENING
FIGURE R804.3.5(2) HEADER TO TRIMMER CONNECTION <\/td>\n<\/tr>\n
544<\/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
545<\/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
546<\/td>\nFIGURE R804.3.7.2 ROOF BLOCKING DETAIL <\/td>\n<\/tr>\n
547<\/td>\nSECTION R805 CEILING FINISHES
SECTION R806 ROOF VENTILATION <\/td>\n<\/tr>\n
548<\/td>\nSECTION R807 ATTIC ACCESS <\/td>\n<\/tr>\n
549<\/td>\nTABLE R806.5 INSULATION FOR CONDENSATION CONTROL <\/td>\n<\/tr>\n
550<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 9 \u2013 ROOF ASSEMBLIES <\/td>\n<\/tr>\n
552<\/td>\nCHAPTER 9 ROOF ASSEMBLIES
SECTION R901 GENERAL
SECTION R902 FIRE CLASSIFICATION <\/td>\n<\/tr>\n
553<\/td>\nSECTION R903 WEATHER PROTECTION
SECTION R904 MATERIALS
SECTION R905 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
554<\/td>\nTABLE R905.1.1(1) UNDERLAYMENT TYPES <\/td>\n<\/tr>\n
555<\/td>\nTABLE R905.1.1(2) UNDERLAYMENT APPLICATION <\/td>\n<\/tr>\n
556<\/td>\nTABLE R905.1.1(3) UNDERLAYMENT APPLICATION
TABLE R905.2.4.1 CLASSIFICATION OF ASPHALT ROOF SHINGLES <\/td>\n<\/tr>\n
557<\/td>\nTABLE R905.2.8.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
558<\/td>\nTABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT <\/td>\n<\/tr>\n
559<\/td>\nTABLE R905.4.4.1 CLASSIFICATION OF STEEP SLOPE METAL ROOF SHINGLES TESTED IN ACCORDANCE WITH ASTM D3161 <\/td>\n<\/tr>\n
560<\/td>\nTABLE R905.6.5 SLATE SHINGLE HEADLAP
TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
561<\/td>\nTABLE R905.7.5(1) WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
TABLE R905.7.5(2) NAIL REQUIREMENTS FOR WOOD SHAKES AND WOOD SHINGLES
TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
562<\/td>\nTABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
563<\/td>\nTABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS
TABLE R905.10.3(1) METAL ROOF COVERING STANDARDS
TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE <\/td>\n<\/tr>\n
564<\/td>\nTABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS
TABLE R905.14.3 PROTECTIVE COATING MATERIAL STANDARDS <\/td>\n<\/tr>\n
565<\/td>\nTABLE R905.16.6 CLASSIFICATION OF PHOTOVOLTAIC SHINGLES
SECTION R906 ROOF INSULATION <\/td>\n<\/tr>\n
566<\/td>\nTABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION R907 ROOFTOP-MOUNTED PHOTOVOLTAIC PANEL SYSTEMS
SECTION R908 REROOFING <\/td>\n<\/tr>\n
568<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 10 \u2013 CHIMNEYS AND FIREPLACES <\/td>\n<\/tr>\n
570<\/td>\nCHAPTER 10 CHIMNEYS AND FIREPLACES
SECTION R1001 MASONRY FIREPLACES <\/td>\n<\/tr>\n
571<\/td>\nTABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS <\/td>\n<\/tr>\n
572<\/td>\nFIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS <\/td>\n<\/tr>\n
574<\/td>\nFIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES
SECTION R1002 MASONRY HEATERS <\/td>\n<\/tr>\n
575<\/td>\nSECTION R1003 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
577<\/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
578<\/td>\nFIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS
FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES <\/td>\n<\/tr>\n
579<\/td>\nTABLE R1003.20 CRICKET DIMENSIONS
FIGURE R1003.20 CHIMNEY CRICKET
SECTION R1004 FACTORY-BUILT FIREPLACES
SECTION R1005 FACTORY-BUILT CHIMNEYS <\/td>\n<\/tr>\n
580<\/td>\nSECTION R1006 EXTERIOR AIR SUPPLY <\/td>\n<\/tr>\n
582<\/td>\nPART IV\u2014ENERGY CONSERVATION <\/td>\n<\/tr>\n
584<\/td>\nPART V\u2014MECHANICAL <\/td>\n<\/tr>\n
586<\/td>\nPART VI\u2014FUEL GAS <\/td>\n<\/tr>\n
588<\/td>\nPART VII\u2014PLUMBING <\/td>\n<\/tr>\n
590<\/td>\nPART VIII\u2014ELECTRICAL <\/td>\n<\/tr>\n
592<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 44 \u2013 REFERENCED STANDARDS <\/td>\n<\/tr>\n
594<\/td>\nPART IX\u2014REFERENCED STANDARDS
CHAPTER 44 REFERENCED STANDARDS
AAMA
ACCA
ACI <\/td>\n<\/tr>\n
595<\/td>\nAISI
AMCA
ANCE
ANSI <\/td>\n<\/tr>\n
596<\/td>\nAPA
ASCE\/SEI
ASME <\/td>\n<\/tr>\n
597<\/td>\nASTM <\/td>\n<\/tr>\n
606<\/td>\nAWC
AWPA
CEN <\/td>\n<\/tr>\n
607<\/td>\nCPA
CPSC
CSA
CSSB
DASMA <\/td>\n<\/tr>\n
608<\/td>\nDHA
DOC
FEMA
FM
GA
ICC <\/td>\n<\/tr>\n
609<\/td>\nISO
NFPA <\/td>\n<\/tr>\n
611<\/td>\nPCA
SBCA <\/td>\n<\/tr>\n
612<\/td>\nSFM
TMS
TPI
UBC
UL <\/td>\n<\/tr>\n
614<\/td>\nULC
WDMA
WMA <\/td>\n<\/tr>\n
616<\/td>\nAPPENDIX AA RESERVED <\/td>\n<\/tr>\n
618<\/td>\nAPPENDIX AB RESERVED <\/td>\n<\/tr>\n
620<\/td>\nAPPENDIX AC RESERVED <\/td>\n<\/tr>\n
622<\/td>\nAPPENDIX AD RESERVED <\/td>\n<\/tr>\n
624<\/td>\nAPPENDIX AE RESERVED <\/td>\n<\/tr>\n
626<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX AF \u2013 RADON CONTROL METHODS
APPENDIX AF RADON CONTROL METHODS
SECTION AF101 SCOPE
SECTION AF102 DEFINITIONS <\/td>\n<\/tr>\n
627<\/td>\nFIGURE AF101.1 EPA MAP OF RADON ZONES <\/td>\n<\/tr>\n
628<\/td>\nTABLE AF101.1 <\/td>\n<\/tr>\n
629<\/td>\nTABLE AF101.1\u2014continued <\/td>\n<\/tr>\n
630<\/td>\nTABLE AF101.1\u2014continued <\/td>\n<\/tr>\n
631<\/td>\nTABLE AF101.1\u2014continued <\/td>\n<\/tr>\n
632<\/td>\nTABLE AF101.1\u2014continued <\/td>\n<\/tr>\n
633<\/td>\nFIGURE AF103.1 RADON-RESISTANT CONSTRUCTION DETAILS FOR FOUR FOUNDATION TYPES <\/td>\n<\/tr>\n
634<\/td>\nSECTION AF103 REQUIREMENTS <\/td>\n<\/tr>\n
635<\/td>\nSECTION AF104 TESTING <\/td>\n<\/tr>\n
638<\/td>\nAPPENDIX AG RESERVED <\/td>\n<\/tr>\n
640<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX AH \u2013 PATIO COVERS
APPENDIX AH PATIO COVERS
SECTION AH101 GENERAL
SECTION AH102 DEFINITION
SECTION AH103 EXTERIOR WALLS AND OPENINGS <\/td>\n<\/tr>\n
641<\/td>\nSECTION AH104 HEIGHT
SECTION AH105 STRUCTURAL PROVISIONS
SECTION AH106 SPECIAL PROVISIONS FOR ALUMINUM SCREEN ENCLOSURES IN HURRICANE-PRONE REGIONS
TABLE AH106.4.1(1) DESIGN WIND PRESSURES FOR SCREEN ENCLOSURE FRAMING <\/td>\n<\/tr>\n
642<\/td>\nTABLE AH106.4.1(2) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE <\/td>\n<\/tr>\n
643<\/td>\nFIGURE AH106.4.1 ULTIMATE DESIGN WIND SPEEDS FOR PATIO COVERS AND SCREEN ENCLOSURES <\/td>\n<\/tr>\n
644<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX AI \u2013 PRIVATE SEWAGE DISPOSAL
APPENDIX AI PRIVATE SEWAGE DISPOSAL
SECTION AI101 GENERAL <\/td>\n<\/tr>\n
646<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX AJ \u2013 EXISTING BUILDINGS AND STRUCTURES
APPENDIX AJ EXISTING BUILDINGS AND STRUCTURES
SECTION AJ101 PURPOSE AND INTENT
SECTION AJ102 COMPLIANCE <\/td>\n<\/tr>\n
647<\/td>\nSECTION AJ103 PRELIMINARY MEETING <\/td>\n<\/tr>\n
648<\/td>\nSECTION AJ104 EVALUATION OF AN EXISTING BUILDING
SECTION AJ105 PERMIT
SECTION AJ106 DEFINITIONS
SECTION AJ107 REPAIRS <\/td>\n<\/tr>\n
649<\/td>\nSECTION AJ108 RENOVATIONS
SECTION AJ109 ALTERATIONS <\/td>\n<\/tr>\n
650<\/td>\nSECTION AJ110 RECONSTRUCTION
SECTION AJ111 REFERENCED STANDARDS
TABLE AJ111.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
652<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX AK \u2013 SOUND TRANSMISSION
APPENDIX AK SOUND TRANSMISSION
SECTION AK101 GENERAL
SECTION AK102 AIRBORNE SOUND
SECTION AK103 STRUCTURAL-BORNE SOUND
SECTION AK104 REFERENCED STANDARDS <\/td>\n<\/tr>\n
653<\/td>\nTABLE AK104.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
654<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX AL \u2013 PERMIT FEES
APPENDIX AL PERMIT FEES
SECTION AL101 GENERAL
TABLE AL101.1 PERMIT FEE SCHEDULE <\/td>\n<\/tr>\n
656<\/td>\nAPPENDIX AM RESERVED <\/td>\n<\/tr>\n
658<\/td>\nAPPENDIX AN RESERVED <\/td>\n<\/tr>\n
660<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX AO \u2013 AUTOMATIC VEHICULAR GATES
APPENDIX AO AUTOMATIC VEHICULAR GATES
SECTION AO101 GENERAL
SECTION AO102 DEFINITION
SECTION AO103 AUTOMATIC VEHICULAR GATES
SECTION AO104 REFERENCED STANDARDS
TABLE AO104.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
662<\/td>\nAPPENDIX AP RESERVED <\/td>\n<\/tr>\n
664<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX AQ \u2013 TINY HOUSES
APPENDIX AQ TINY HOUSES
SECTION AQ101 GENERAL
SECTION AQ102 DEFINITIONS
SECTION AQ103 CEILING HEIGHT
SECTION AQ104 LOFTS <\/td>\n<\/tr>\n
665<\/td>\nFIGURE AQ104.1.3 HEIGHT EFFECT ON LOFT AREA <\/td>\n<\/tr>\n
666<\/td>\nSECTION AQ105 EMERGENCY ESCAPE AND RESCUE OPENINGS
SECTION AQ106 ENERGY CONSERVATION <\/td>\n<\/tr>\n
668<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX AR \u2013 LIGHT STRAW-CLAY CONSTRUCTION
APPENDIX AR LIGHT STRAW-CLAY CONSTRUCTION
SECTION AR101 GENERAL
SECTION AR102 DEFINITIONS
SECTION AR103 NONBEARING LIGHT STRAW-CLAY CONSTRUCTION <\/td>\n<\/tr>\n
669<\/td>\nTABLE AR103.2.3 REQUIREMENTS AND PROPERTIES OF LIGHT STRAW-CLAY MIXTURESa <\/td>\n<\/tr>\n
670<\/td>\nFIGURE AR103.2.4(1) LIGHT STRAW-CLAY WALL WITH LARSEN TRUSSES
FIGURE AR103.2.4(2) LIGHT STRAW-CLAY WALL SINGLE STUD WIDTH
FIGURE AR103.2.4(3) LIGHT STRAW-CLAY WALL WITH BLIND STUDS <\/td>\n<\/tr>\n
671<\/td>\nSECTION AR104 THERMAL PERFORMANCE
SECTION AR105 REFERENCED STANDARDS
TABLE AR105.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
672<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX AS \u2013 STRAWBALE CONSTRUCTION
APPENDIX AS STRAWBALE CONSTRUCTION
SECTION AS101 GENERAL
SECTION AS102 DEFINITIONS <\/td>\n<\/tr>\n
673<\/td>\nFIGURE AS101.2 TYPICAL STRAWBALE WALL SYSTEMS <\/td>\n<\/tr>\n
674<\/td>\nFIGURE AS102.1 BALE ORIENTATIONS
SECTION AS103 BALES <\/td>\n<\/tr>\n
675<\/td>\nFIGURE AS103.2 APPROXIMATE DIMENSIONS OF COMMON STRAW BALES
SECTION AS104 FINISHES <\/td>\n<\/tr>\n
676<\/td>\nSECTION AS105 STRAWBALE WALLS\u2014GENERAL <\/td>\n<\/tr>\n
677<\/td>\nFIGURE AS105.1(1) TYPICAL BASE OF PLASTERED STRAWBALE WALL ON CONCRETE SLAB AND FOOTING <\/td>\n<\/tr>\n
678<\/td>\nFIGURE AS105.1(2) TYPICAL BASE OF PLASTERED STRAWBALE WALL OVER RAISED FLOOR <\/td>\n<\/tr>\n
679<\/td>\nFIGURE AS105.1(3) TYPICAL TOP OF LOAD-BEARING STRAWBALE WALL <\/td>\n<\/tr>\n
680<\/td>\nFIGURE AS105.1(4) TYPICAL TOP OF POST-AND-BEAM WALL WITH PLASTERED STRAWBALE INFILL <\/td>\n<\/tr>\n
681<\/td>\nTABLE AS105.4 OUT-OF-PLANE RESISTANCE METHODS AND UNRESTRAINED WALL DIMENSION LIMITS <\/td>\n<\/tr>\n
682<\/td>\nSECTION AS106 STRAWBALE WALLS\u2014STRUCTURAL <\/td>\n<\/tr>\n
683<\/td>\nTABLE AS106.6.1 MINIMUM COMPRESSIVE STRENGTH FOR PLASTERS ON STRUCTURAL WALLS <\/td>\n<\/tr>\n
684<\/td>\nEQUATION AS-1
TABLE AS106.12 ALLOWABLE SUPERIMPOSED VERTICAL LOADS (LBS\/FOOT) FOR PLASTERED LOAD-BEARING STRAWBALE WALLS <\/td>\n<\/tr>\n
685<\/td>\nTABLE AS106.13(1) PLASTERED STRAWBALE BRACED WALL PANEL TYPES <\/td>\n<\/tr>\n
686<\/td>\nTABLE AS106.13(2) BRACING REQUIREMENTS FOR STRAWBALE BRACED WALL PANELS BASED ON WIND SPEED <\/td>\n<\/tr>\n
687<\/td>\nTABLE AS106.13(3) BRACING REQUIREMENTS FOR STRAWBALE BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY <\/td>\n<\/tr>\n
688<\/td>\nSECTION AS107 FIRE RESISTANCE
SECTION AS108 THERMAL INSULATION
SECTION AS109 REFERENCED STANDARDS
TABLE AS109.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
690<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX AT \u2013 SOLAR-READY PROVISIONS\u2014DETACHED ONE- AND TWO-FAMILY DWELLINGS AND TOWNHOUSES
APPENDIX AT [RE] SOLAR-READY PROVISIONS\u2014DETACHED ONE- AND TWO-FAMILY DWELLINGS AND TOWNHOUSES
SECTION AT101 (RB101) SCOPE
SECTION AT102 (RB102) GENERAL DEFINITION
SECTION AT103 (RB103) SOLAR-READY ZONE <\/td>\n<\/tr>\n
692<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX AU \u2013 COB CONSTRUCTION (MONOLITHIC ADOBE)
APPENDIX AU COB CONSTRUCTION (MONOLITHIC ADOBE)
SECTION AU101 GENERAL
SECTION AU102 DEFINITIONS <\/td>\n<\/tr>\n
693<\/td>\nFIGURE AU101.4 TYPICAL COB WALL
SECTION AU103 MATERIALS, MIXING AND INSTALLATION <\/td>\n<\/tr>\n
694<\/td>\nSECTION AU104 FINISHES <\/td>\n<\/tr>\n
695<\/td>\nSECTION AU105 COB WALLS\u2014GENERAL <\/td>\n<\/tr>\n
696<\/td>\nTABLE AU105.3 OUT-OF-PLANE RESISTANCE METHODS AND UNRESTRAINED WALL HEIGHT LIMITS <\/td>\n<\/tr>\n
697<\/td>\nSECTION AU106 COB WALLS\u2014STRUCTURAL
EQUATION AU-1 <\/td>\n<\/tr>\n
698<\/td>\nEQUATION AU-2
EQUATION AU-3 <\/td>\n<\/tr>\n
699<\/td>\nFIGURE AU106.9.5 CONNECTION OF ROOF FRAMING TO BOND BEAMS <\/td>\n<\/tr>\n
700<\/td>\nFIGURE AU106.9.6 CONNECTIONS AT GABLE AND SHED ROOF END WALLS <\/td>\n<\/tr>\n
701<\/td>\nTABLE AU106.10 LINTELS AND BOND BEAMS SPANNING OPENINGS <\/td>\n<\/tr>\n
702<\/td>\nTABLE AU106.11(1) COB BRACED WALL PANEL TYPES <\/td>\n<\/tr>\n
703<\/td>\nTABLE AU106.11(2) BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON WIND SPEED
TABLE AU106.11(3) BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY A <\/td>\n<\/tr>\n
704<\/td>\nTABLE AU106.11(4) BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY B <\/td>\n<\/tr>\n
705<\/td>\nTABLE AU106.11(5) BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY C <\/td>\n<\/tr>\n
706<\/td>\nEQUATION AU-4
FIGURE AU106.11.3 CURVED BRACED WALL PANEL
SECTION AU107 COB FLOORS
SECTION AU108 FIRE RESISTANCE <\/td>\n<\/tr>\n
707<\/td>\nTABLE AU106.12 ANCHORAGE OF BOND BEAMS FOR WIND UPLIFT
SECTION AU109 THERMAL PERFORMANCE
SECTION AU110 REFERENCED STANDARDS
TABLE AU110.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
708<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX AV \u2013 BOARD OF APPEALS
APPENDIX AV BOARD OF APPEALS
SECTION AV101 GENERAL <\/td>\n<\/tr>\n
710<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX AW \u2013 3D-PRINTED BUILDING CONSTRUCTION
APPENDIX AW 3D-PRINTED BUILDING CONSTRUCTION
SECTION AW101 GENERAL
SECTION AW102 DEFINITIONS
SECTION AW103 BUILDING DESIGN <\/td>\n<\/tr>\n
711<\/td>\nSECTION AW104 BUILDING CONSTRUCTION
SECTION AW105 SPECIAL INSPECTIONS
SECTION AW106 REFERENCED STANDARDS
TABLE AW106.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
712<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX AX \u2013 SWIMMING POOL SAFETY ACT
APPENDIX AX SWIMMING POOL SAFETY ACT
AX100 CALIFORNIA SWIMMING POOL SAFETY ACT (STATEWIDE) <\/td>\n<\/tr>\n
716<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX AY \u2013 AREAS PROTECTED BY THE FACILITIES OF THE CENTRAL VALLEY FLOOD PROTECTION PLAN
APPENDIX AY AREAS PROTECTED BY THE FACILITIES OF THE CENTRAL VALLEY FLOOD PROTECTION PLAN
AY101 GENERAL
AY102 DEFINITIONS <\/td>\n<\/tr>\n
717<\/td>\nAY103 STRUCTURAL STABILITY
AY104 EVACUATION LOCATIONS
AY105 SPACE WITHIN THE BUILDING <\/td>\n<\/tr>\n
718<\/td>\nAY106 DECKS AND BALCONIES THAT ARE EVACUATION LOCATIONS
AY107 ROOFTOP EVACUATION LOCATIONS
AY108 ATTICS THAT ARE EVACUATION LOCATIONS
AY109 ALTERNATE MEANS OF PROTECTION <\/td>\n<\/tr>\n
719<\/td>\nFIGURE K103.1 N.T.S. <\/td>\n<\/tr>\n
720<\/td>\nFIGURE K103.1 N.T.S. <\/td>\n<\/tr>\n
722<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX AZ \u2013 EMERGENCY HOUSING
APPENDIX AZ EMERGENCY HOUSING
SECTION AZ101 GENERAL
SECTION AZ102 DEFINITIONS <\/td>\n<\/tr>\n
723<\/td>\nSECTION AZ103 EMERGENCY HOUSING
SECTION AZ104 EMERGENCY SLEEPING CABINS <\/td>\n<\/tr>\n
724<\/td>\nSECTION AZ105 EMERGENCY TRANSPORTABLE HOUSING UNITS
SECTION AZ106 TENTS AND MEMBRANE STRUCTURES
SECTION AZ107 ACCESSIBILITY
SECTION AZ108 LOFTS IN EMERGENCY HOUSING <\/td>\n<\/tr>\n
725<\/td>\nSECTION AZ109 LOCATION, MAINTENANCE AND IDENTIFICATION
SECTION AZ110 EMERGENCY HOUSING FACILITIES <\/td>\n<\/tr>\n
728<\/td>\nINDEX <\/td>\n<\/tr>\n
738<\/td>\nHISTORY NOTE APPENDIX <\/td>\n<\/tr>\n
740<\/td>\nCODE RESOURCES FROM ICC <\/td>\n<\/tr>\n
741<\/td>\nICC ASSESSMENT CENTER <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

California Residential Code, Title 24, Part 2.5 (W\/ ERRATA & SUPPLEMENT)<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
CA<\/b><\/a><\/td>\n2022<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":403864,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2720],"product_tag":[],"class_list":{"0":"post-403856","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-ca","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\/403856","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\/403864"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=403856"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=403856"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=403856"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}