CA City of LA Residential Code 2023 1stptg
$95.33
City of Los Angeles Residential Code – Full Code
| Published By | Publication Date | Number of Pages |
| CA | 2023 |
2023 City of Los Angeles amendment pages for integration with the 2022 California Residential Code (Title 24, Part 2.5)
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2022 CALIFORNIA RESIDENTIAL CODE INCLUDING 2023 CITY OF LOS ANGELES AMENDMENTS |
| 2 | 2022 CALIFORNIA RESIDENTIAL CODE INCLUDING 2023 CITY OF LOS ANGELES AMENDMENTS |
| 3 | COPYRIGHT |
| 4 | CITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY OFFICES |
| 6 | CITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY PUBLISHED CODES |
| 7 | CITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY MISSION STATEMENT |
| 8 | EFFECTIVE USE OF THE CITY OF LOS ANGELES RESIDENTIAL C |
| 9 | HOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS |
| 10 | TABLE OF CONTENTS |
| 16 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE CHAPTER 1 – SCOPE AND APPLICATION |
| 17 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE CHAPTER 1 – SCOPE AND APPLICATION—continued |
| 18 | PART I – ADMINISTRATIVE CHAPTER 1 SCOPE AND APPLICATION DIVISION I CALIFORNIA ADMINISTRATION SECTION 1.1 GENERAL |
| 20 | SECTION 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 |
| 22 | SECTION 1.8.3 LOCAL ENFORCING AGENCY SECTION 1.8.4 PERMITS, FEES,APPLICATIONS AND INSPECTIONS |
| 23 | SECTION 1.8.5 RIGHT OF ENTRY FOR ENFORCEMENT SECTION 1.8.6 LOCAL MODIFICATION BY ORDINANCE OR REGULATION |
| 24 | SECTION 1.8.7 ALTERNATE MATERIALS, DESIGNS,TESTS AND METHODS OF CONSTRUCTION SECTION 1.8.8 APPEALS BOARD |
| 25 | SECTION 1.8.9 UNSAFE BUILDINGS OR STRUCTURES |
| 26 | SECTION 1.8.10 OTHER BUILDING REGULATIONS SECTION 1.9 RESERVED SECTION 1.10 RESERVED SECTION 1.11 OFFICE OF THE STATE FIRE MARSHAL |
| 30 | SECTION 1.12 RESERVED SECTION 1.13 RESERVED SECTION 1.14 RESERVED |
| 32 | DIVISION II ADMINISTRATION SECTION R101 SCOPE AND GENERAL REQUIREMENTS |
| 34 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFI |
| 35 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued |
| 36 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued |
| 37 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued |
| 38 | PART II – DEFINITIONS CHAPTER 2 DEFINITIONS SECTION R201 GENERAL SECTION R202 DEFINITIONS |
| 52 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE CHAPTER 3 – BUILDING PLANNING |
| 53 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE CHAPTER 3 – BUILDING PLANNING—continued |
| 54 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE CHAPTER 3 – BUILDING PLANNING—continued |
| 56 | PART III – BUILDING PLANNING AND CONSTRUCTION CHAPTER 3 BUILDING PLANNING SECTION R300 SITE DRAINAGE SECTION R301 DESIGN CRITERIA |
| 59 | TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA |
| 60 | FIGURE R301.2(1) WEATHERING PROBABILITY MAP FOR CONCRETEa, b |
| 61 | FIGURE R301.2(2) ULTIMATE DESIGN WIND SPEEDS |
| 62 | FIGURE R301.2(3) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb/ft2) |
| 63 | FIGURE R301.2(4) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb/ft2) |
| 64 | FIGURE R301.2.1 COMPONENT AND CLADDING PRESSURE ZONES |
| 65 | TABLE R301.2.1(1) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf)a, b, c, d, e, f, g |
| 66 | TABLE R301.2.1(1)—continued COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf) a, b, c, d, e, f, g |
| 67 | TABLE R301.2.1(1)—continued COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf) a, b, c, d, e, f, g |
| 68 | TABLE R301.2.1(2) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR Table R301.2.1(1) |
| 69 | FIGURE R301.2.1.1 REGIONS WHERE WIND DESIGN IS REQUIRED |
| 70 | TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d TABLE R301.2.1.3 WIND SPEED CONVERSIONSa TABLE R301.2.1.5.1 ULTIMATE DESIGN WIND SPEED MODIFICATION FOR TOPOGRAPHIC WIND EFFECTa, b |
| 71 | FIGURE 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 |
| 73 | FIGURE R301.2.2.1(1) SEISMIC DESIGN CATEGORIES—ALASKAa |
| 74 | FIGURE R301.2.2.1(2) SEISMIC DESIGN CATEGORIES—HAWAIIa |
| 75 | FIGURE R301.2.2.1(3) SEISMIC DESIGN CATEGORIES—PUERTO RICOa |
| 76 | FIGURE R301.2.2.1(4) SEISMIC DESIGN CATEGORIES—NORTHERN MARIANA ISLANDS AND AMERICAN SAMOAa |
| 77 | FIGURE R301.2.2.1(5) SEISMIC DESIGN CATEGORIES—UNITED STATESa |
| 78 | FIGURE R301.2.2.1(6) SEISMIC DESIGN CATEGORIES—UNITED STATESa |
| 79 | FIGURE R301.2.2.1.1(1) ALTERNATE SEISMIC DESIGN CATEGORIES—ALASKAa |
| 80 | FIGURE R301.2.2.1.1(2) ALTERNATE SEISMIC DESIGN CATEGORIES—HAWAIIa |
| 81 | FIGURE R301.2.2.1.1(3) ALTERNATE SEISMIC DESIGN CATEGORIES—PUERTO RICOa |
| 82 | FIGURE R301.2.2.1.1(4) ALTERNATE SEISMIC DESIGN CATEGORIES—NORTHERN MARIANA ISLANDS AND AMERICAN SAMOAa |
| 83 | FIGURE R301.2.2.1.1(5) ALTERNATE SEISMIC DESIGN CATEGORIES—UNITED STATESa |
| 84 | FIGURE R301.2.2.1.1(6) ALTERNATE SEISMIC DESIGN CATEGORIES—UNITED STATESa |
| 85 | TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION |
| 86 | SECTION R302 FIRE-RESISTANT CONSTRUCTION |
| 88 | TABLE 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 |
| 89 | TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSb, c TABLE R302.1(1) EXTERIOR WALLS |
| 90 | TABLE R302.1(2) EXTERIOR WALLS—DWELLINGS AND ACCESSORY BUILDINGS WITH AUTOMATIC RESIDENTIAL FIRE SPRINKLER PROTECTION |
| 93 | TABLE R302.6 DWELLING-GARAGE AND/OR CARPORT SEPARATION |
| 95 | SECTION R303 LIGHT, VENTILATION AND HEATING |
| 97 | SECTION R304 MINIMUM ROOM AREAS SECTION R305 CEILING HEIGHT SECTION R306 SANITATION SECTION R307 TOILET, BATH AND SHOWER SPACES SECTION R308 GLAZING |
| 98 | TABLE R308.3.1(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201 TABLE R308.3.1(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 |
| 100 | FIGURE R308.4.7 HAZARDOUS GLAZING LOCATIONS AT BOTTOM STAIR LANDINGS |
| 101 | SECTION R309 GARAGES AND CARPORTS SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS |
| 103 | SECTION R311 MEANS OF EGRESS |
| 107 | SECTION R312 GUARDS AND WINDOW FALL PROTECTION SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS |
| 108 | TABLE R313.3.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED |
| 110 | FIGURE R313.3.2.4.2 MINIMUM ALLOWABLE DISTANCE BETWEEN SPRINKLER AND OBSTRUCTION |
| 112 | EQUATION 29-1 |
| 113 | TABLE R313.3.6.2(1) WATER SERVICE PRESSURE LOSS (PLsvc)a, b |
| 114 | TABLE R313.3.6.2(2) MINIMUM WATER METER PRESSURE LOSS (PLm)a TABLE R313.3.6.2(3) ELEVATION LOSS (PLe) |
| 115 | TABLE R313.3.6.2(4) ALLOWABLE PIPE LENGTH FOR 3/4-INCH TYPE M COPPER WATER TUBING |
| 116 | TABLE R313.3.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING |
| 117 | TABLE R313.3.6.2(6) ALLOWABLE PIPE LENGTH FOR 3/4-INCH CPVC PIPE |
| 118 | TABLE R313.3.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE |
| 119 | TABLE R313.3.6.2(8) ALLOWABLE PIPE LENGTH FOR 3/4-INCH PEX AND PE-RT TUBING |
| 120 | TABLE R313.3.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX AND PE-RT TUBING |
| 121 | SECTION R314 SMOKE ALARMS |
| 125 | SECTION R315 CARBON MONOXIDE ALARMS |
| 127 | SECTION R316 FOAM PLASTIC |
| 129 | SECTION R317 PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY |
| 130 | SECTION R318 PROTECTION AGAINST SUBTERRANEAN TERMITES |
| 131 | SECTION R319 SITE ADDRESS SECTION R320 ACCESSIBILITY SECTION R321 ELEVATORS AND PLATFORM LIFTS |
| 132 | FIGURE R318.4 TERMITE INFESTATION PROBABILITY MAP |
| 133 | SECTION R322 FLOOD-RESISTANT CONSTRUCTION |
| 136 | SECTION R323 STORM SHELTERS |
| 137 | SECTION R324 SOLAR ENERGY SYSTEMS |
| 138 | SECTION R325 MEZZANINES |
| 139 | SECTION R326 HABITABLE ATTICS SECTION R327 AGING-IN-PLACE DESIGN AND FALL PREVENTION |
| 140 | SECTION R328 ENERGY STORAGE SYSTEMS |
| 142 | FIGURE R328.8.1 ESS VEHICLE IMPACT PROTECTION |
| 143 | SECTION 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 |
| 146 | SECTION R336 LARGE FAMILY DAY-CARE HOMES |
| 147 | SECTION R337 MATERIALS AND CONSTRUCTIONMETHODS FOR EXTERIOR WILDFIRE EXPOSURE SECTION R337.1 SCOPE, PURPOSE AND APPLICATION |
| 148 | SECTION R337.2 DEFINITIONS |
| 149 | SECTION R337.3 STANDARDS OF QUALITY |
| 150 | SECTION R337.4 IGNITION-RESISTANT CONSTRUCTION |
| 151 | SECTION R337.5 ROOFING SECTION R337.6 VENTS SECTION R337.7 EXTERIOR COVERING |
| 154 | SECTION R337.8 EXTERIOR WINDOWS, SKYLIGHTS AND DOORS |
| 155 | SECTION R337.9 DECKING |
| 156 | SECTION R337.10 ACCESSORY BUILDINGS AND MISCELLANEOUS STRUCTURES |
| 157 | SECTION R338 ELECTRIC VEHICLE SECTION R340 POLLUTANT CONTROL |
| 158 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE CHAPTER 4 – FOUNDATIONS |
| 160 | CHAPTER 4 FOUNDATIONS SECTION R401 GENERAL TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa |
| 161 | SECTION R402 MATERIALS |
| 162 | TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SECTION R403 FOOTINGS |
| 163 | TABLE R403.1(1) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION (inches)a, b, c, d |
| 164 | TABLE R403.1(2) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAMECONSTRUCTION WITH BRICK VENEER OR LATH AND PLASTER (inches)a, b, c, d |
| 165 | TABLE R403.1(3) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS WITH CAST-IN-PLACECONCRETE OR PARTIALLY GROUTED MASONRY WALL CONSTRUCTION (inches)a, b, c, d |
| 166 | FIGURE R403.1(1) PLAIN CONCRETE FOOTINGS WITH MASONRY AND CONCRETE STEM WALLS IN SEISMIC DESIGN CATEGORIES A, B AND Ca, b, c, d, e, f |
| 167 | FIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION |
| 168 | FIGURE R403.1.3 REINFORCED CONCRETE FOOTINGS AND MASONRY AND CONCRETE STEM WALLS IN SDC D0, D1 AND D2a, b, c, d, e, f |
| 170 | FIGURE R403.1.5 STEPPED FOOTING |
| 171 | FIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES |
| 172 | FIGURE 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 BUILDINGSa |
| 173 | FIGURE R403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD |
| 174 | TABLE R403.3(2) AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY |
| 175 | TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY |
| 176 | TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY |
| 177 | TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY |
| 178 | TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY |
| 179 | FIGURE 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 |
| 180 | SECTION R404 FOUNDATION AND RETAINING WALLS |
| 181 | TABLE R403.4 MINIMUM DEPTH (D) AND WIDTH (W) OF CRUSHED STONE FOOTINGSa, b (inches) |
| 182 | FIGURE R403.4(1) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL BEARING ON CRUSHED STONE FIGURE R403.4(2) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL ON SPREAD FOOTING |
| 183 | TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLSf |
| 184 | TABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 5 INCHESa, c, f |
| 185 | TABLE R404.1.1(3)10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 6.75 INCHESa, c, f |
| 186 | TABLE R404.1.1(4)12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 8.75 INCHESa, c, f |
| 187 | TABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLSa, b TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, g, h, i, j, k |
| 188 | TABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i, j |
| 189 | TABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i, j |
| 190 | TABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, g, h, i, j |
| 191 | TABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, f, h, i, j, k |
| 192 | TABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLSb, c, d, e, g, h, i, j |
| 193 | TABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10- AND 12-INCH NOMINAL FLAT BASEMENT WALLSb, c, d, e, f, h, i, k, n, o |
| 194 | TABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND ALTERNATE GRADE OF STEELa, b, c |
| 199 | FIGURE R404.1.5.3 FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS |
| 201 | TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure) SECTION R405 FOUNDATION DRAINAGE |
| 202 | SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING |
| 203 | TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM SECTION R407 COLUMNS |
| 204 | SECTION R408 UNDER-FLOOR SPACE |
| 206 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE CHAPTER 5 – FLOORS |
| 208 | CHAPTER 5 FLOORS SECTION R501 GENERAL SECTION R502 WOOD FLOOR FRAMING |
| 209 | FIGURE R502.2 FLOOR CONSTRUCTION |
| 210 | TABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)a |
| 211 | TABLE R502.3.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)a |
| 212 | TABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)b |
| 213 | TABLE R502.3.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)b |
| 214 | TABLE R502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLYa, b, c, f, g, h(Floor live load ≤ 40 psf, roof live load ≤ 20 psf) |
| 215 | TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONYa, b, e, f |
| 216 | FIGURE R502.8 CUTTING, NOTCHING AND DRILLING |
| 217 | SECTION R503 FLOOR SHEATHING TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING |
| 218 | TABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF ANDSUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENTa, b, c TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa |
| 219 | SECTION R504 PRESSURE PRESERVATIVE-TREATED WOOD FLOORS (ON GROUND) FIGURE R503.2.4 OPENINGS IN HORIZONTAL DIAPHRAGMSa, b, c |
| 220 | SECTION R505 COLD-FORMED STEEL FLOOR FRAMING |
| 221 | TABLE R505.3.1(1) FLOOR-TO-FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTSa, b |
| 222 | TABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa FIGURE R505.3.1(1) FLOOR-TO-EXTERIOR LOAD-BEARING WALL STUD CONNECTION |
| 223 | FIGURE R505.3.1(2) FLOOR-TO-WOOD-SILL CONNECTION FIGURE R505.3.1(3) FLOOR-TO-FOUNDATION CONNECTION |
| 224 | FIGURE R505.3.1(4) CANTILEVERED FLOOR-TO-FOUNDATION CONNECTION FIGURE R505.3.1(5) CANTILEVERED FLOOR-TO-WOOD-SILL CONNECTION |
| 225 | FIGURE 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 |
| 226 | FIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL FIGURE R505.3.1(9) BEARING STIFFENERS FOR END JOISTS |
| 227 | TABLE R505.3.2 ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—SINGLE OR CONTINUOUS SPANSa, b, c, d, e, f |
| 228 | FIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID) FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP) |
| 229 | FIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS FIGURE R505.3.4(2) BEARING STIFFENER |
| 230 | FIGURE R505.3.7 TRACK SPLICEFor SI: 1 foot = 304.8 mm.FIGURE R505.3.8( FIGURE R505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION—6-FOOT FLOOR OPENING |
| 231 | FIGURE R505.3.8(2) COLD-FORMED STEEL FLOOR CONSTRUCTION—8-FOOT FLOOR OPENING FIGURE R505.3.8(3) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—6-FOOT OPENING |
| 232 | FIGURE R505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—8-FOOT OPENING SECTION R506 CONCRETE FLOORS (ON GROUND) |
| 233 | SECTION R507 EXTERIOR DECKS |
| 234 | TABLE R507.2.3 FASTENER AND CONNECTOR SPECIFICATIONS FOR DECKSa, b FIGURE R507.3 DECK POSTS TO DECK FOOTING CONNECTION |
| 235 | TABLE R507.3.1 MINIMUM FOOTING SIZE FOR DECKS |
| 236 | TABLE R507.4 DECK POST HEIGHT |
| 237 | TABLE R507.4—continued DECK POST HEIGHT |
| 238 | FIGURE R507.5 TYPICAL DECK JOIST SPANS |
| 239 | TABLE R507.5(1) MAXIMUM DECK BEAM SPAN—40 PSF LIVE LOADc |
| 240 | TABLE R507.5(2) MAXIMUM DECK BEAM SPAN—50 PSF GROUND SNOW LOADc |
| 241 | TABLE R507.5(3) MAXIMUM DECK BEAM SPAN—60 PSF GROUND SNOW LOADc |
| 242 | TABLE R507.5(4) MAXIMUM DECK BEAM SPAN—70 PSF GROUND SNOW LOADc |
| 243 | TABLE R507.5(5) JOIST SPAN FACTORS FOR CALCULATING EFFECTIVE DECK JOIST SPAN[for use with Note j in Tables R507.5(1), R507.5(2), R507.5(3) and R507.5(4)] FIGURE R507.5.1(1) DECK BEAM TO DECK POST |
| 244 | FIGURE R507.5.1(2) NOTCHED POST-TO-BEAM CONNECTION |
| 245 | FIGURE R507.6 TYPICAL DECK JOIST SPANS |
| 246 | TABLE R507.6 MAXIMUM DECK JOIST SPANS |
| 247 | TABLE R507.6—continued MAXIMUM DECK JOIST SPANS TABLE R507.7 MAXIMUM JOIST SPACING FOR WOOD DECKING |
| 248 | TABLE R507.9.1.3(1) DECK LEDGER CONNECTION TO BAND JOIST |
| 249 | TABLE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS FIGURE R507.9.1.3(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FIGURE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS |
| 250 | FIGURE R507.9.2(1) DECK ATTACHMENT FOR LATERAL LOADS FIGURE R507.9.2(2) DECK ATTACHMENT FOR LATERAL LOADS |
| 252 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE CHAPTER 6 – WALL CONSTRUCTION |
| 254 | CHAPTER 6 WALL CONSTRUCTION SECTION R601 GENERAL SECTION R602 WOOD WALL FRAMING |
| 256 | TABLE R602.3(1) FASTENING SCHEDULE |
| 257 | TABLE R602.3(1)—continued FASTENING SCHEDULE |
| 258 | TABLE R602.3(1)—continued FASTENING SCHEDULE |
| 259 | TABLE R602.3(1)—continued FASTENING SCHEDULE |
| 260 | TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) |
| 261 | TABLE R602.3(2)—continued 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 TABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHINGa |
| 262 | TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDSa TABLE R602.3(6) ALTERNATE WOOD BEARING WALL STUD SIZE, HEIGHT AND SPACING |
| 263 | FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING |
| 264 | FIGURE R602.3(2) FRAMING DETAILS |
| 265 | TABLE R602.3.2 SINGLE TOP-PLATE SPLICE CONNECTION DETAILS |
| 266 | FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING FIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS |
| 267 | TABLE 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 |
| 268 | TABLE 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) |
| 269 | TABLE R602.7(1)—continued 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) |
| 270 | TABLE R602.7(2) GIRDER SPANS AND HEADER SPANS 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) |
| 271 | FIGURE R602.7.2 RIM BOARD HEADER CONSTRUCTION |
| 272 | TABLE R602.7.3 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa FIGURE R602.7.3 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION |
| 273 | FIGURE R602.10.1.1 BRACED WALL LINES |
| 274 | TABLE R602.10.1.3 BRACED WALL LINE SPACING FIGURE R602.10.1.4 ANGLED WALLS |
| 276 | FIGURE R602.10.2.2 LOCATION OF BRACED WALL PANELS |
| 277 | TABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED |
| 278 | TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED |
| 279 | TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED |
| 280 | TABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING |
| 281 | TABLE R602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY |
| 282 | TABLE R602.10.3(3)—continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY |
| 283 | TABLE R602.10.3(3)—continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY |
| 284 | TABLE R602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING |
| 286 | TABLE R602.10.4 BRACING METHODSf |
| 287 | TABLE R602.10.4—continued BRACING METHODSf |
| 289 | TABLE R602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS |
| 290 | FIGURE 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 |
| 291 | FIGURE R602.10.6.1 METHOD ABW—ALTERNATE BRACED WALL PANEL FIGURE R602.10.6.2 METHOD PFH—PORTAL FRAME WITH HOLD-DOWNS AT GARAGE DOOR OPENINGS |
| 292 | FIGURE R602.10.6.3 METHOD PFG—PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C |
| 293 | TABLE R602.10.6.4 TENSION STRAP CAPACITY FOR RESISTING WIND PRESSURES PERPENDICULAR TO METHODS PFH, PFG AND CS-PF BRACED WALL PANELSa |
| 294 | FIGURE R602.10.6.4 METHOD CS-PF—CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION |
| 295 | FIGURE R602.10.6.5.2 METHOD BV-WSP—WALL BRACING FOR DWELLINGS WITH STONE ANDMASONRY VENEER IN SEISMIC DESIGN CATEGORIES D0, D1 and D2 |
| 296 | TABLE R602.10.6.5.4 METHOD BV-WSP WALL BRACING REQUIREMENTSd |
| 297 | TABLE R602.10.6.5.4—continued METHOD BV-WSP WALL BRACING REQUIREMENTSd |
| 298 | FIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING |
| 299 | FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING |
| 300 | FIGURE 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 |
| 301 | FIGURE R602.10.8.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES |
| 302 | FIGURE R602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS |
| 304 | FIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION FIGURE R602.12.1 RECTANGLE CIRCUMSCRIBING AN ENCLOSED BUILDING |
| 305 | FIGURE R602.12.5 BRACING UNIT DISTRIBUTION |
| 306 | TABLE R602.12.4 MINIMUM NUMBER OF BRACING UNITS ON EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE |
| 307 | SECTION R603 COLD-FORMED STEEL WALL FRAMING |
| 308 | TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa, b |
| 309 | FIGURE R603.3.1(1) WALL TO FLOOR CONNECTION FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION |
| 310 | FIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION FIGURE R603.3.1(4) WIND UPLIFT CONNECTOR |
| 311 | TABLE R603.3.1.1(1) GABLE ENDWALL TO FLOOR CONNECTION REQUIREMENTSa, b, c TABLE R603.3.1.1(2) GABLE ENDWALL BOTTOM TRACK TO FOUNDATION CONNECTION REQUIREMENTSa, b, c |
| 312 | TABLE R603.3.2(1) WALL FASTENING SCHEDULEa TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d |
| 313 | TABLE R603.3.2(3) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d |
| 314 | TABLE R603.3.2(4) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d |
| 315 | TABLE R603.3.2(5) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d |
| 316 | TABLE R603.3.2(6) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d |
| 317 | TABLE R603.3.2(7) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d |
| 318 | TABLE R603.3.2(8) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d |
| 319 | TABLE R603.3.2(9) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d |
| 320 | TABLE R603.3.2(10) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d |
| 321 | TABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d |
| 322 | TABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d |
| 323 | TABLE R603.3.2(13) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d |
| 324 | TABLE R603.3.2(14) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d |
| 325 | TABLE R603.3.2(15) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d |
| 326 | TABLE R603.3.2(16) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d |
| 327 | TABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa, b, c, d |
| 328 | TABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa, b, c, d |
| 329 | FIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY |
| 330 | FIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL FIGURE R603.3.5 TRACK SPLICE |
| 331 | FIGURE R603.4 CORNER FRAMING |
| 332 | TABLE R603.6(1) BOX-BEAM AND BACK-TO-BACK HEADER SPANSHeaders Supporting Roof and Ceiling Onlya, b, d |
| 333 | TABLE R603.6(2) BOX-BEAM AND BACK-TO-BACK HEADER SPANSHeaders Supporting Roof and Ceiling Onlya, b, d |
| 334 | TABLE R603.6(3) BOX-BEAM AND BACK-TO-BACK HEADER SPANSHeaders Supporting One Floor, Roof and Ceilinga, b, d |
| 335 | TABLE R603.6(4) BOX-BEAM AND BACK-TO-BACK HEADER SPANSHeaders Supporting One Floor, Roof and Ceilinga, b, d |
| 336 | TABLE R603.6(5) BOX-BEAM AND BACK-TO-BACK HEADER SPANSHeaders Supporting Two Floors, Roof and Ceilinga, b, d |
| 337 | TABLE R603.6(6) BOX-BEAM AND BACK-TO-BACK HEADER SPANSHeaders Supporting Two Floors, Roof and Ceilinga, b, d |
| 338 | FIGURE R603.6(1) BOX BEAM HEADER FIGURE R603.6(2) BACK-TO-BACK HEADER |
| 339 | FIGURE R603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL FIGURE R603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL |
| 340 | TABLE R603.7(1) TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING TABLE R603.7(2) HEADER TO KING STUD CONNECTION REQUIREMENTSa, b, c, d TABLE R603.8 HEAD AND SILL TRACK SPAN |
| 341 | FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN TABLE R603.9.2(1) MINIMUM PERCENTAGE OF FULL-HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLSa, b |
| 342 | TABLE 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 |
| 343 | TABLE 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 |
| 344 | TABLE 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 |
| 345 | TABLE 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 |
| 346 | TABLE 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 |
| 347 | TABLE R606.2.8 MORTAR PROPORTIONSa, b |
| 348 | TABLE R606.2.12 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION |
| 349 | TABLE R606.3.4.1 MINIMUM CORROSION PROTECTION TABLE R606.3.5.1 GROUT SPACE DIMENSIONS AND POUR HEIGHTS |
| 351 | TABLE R606.6.4 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS |
| 352 | TABLE R606.9 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY |
| 353 | FIGURE 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 |
| 354 | FIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C |
| 355 | FIGURE 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 |
| 357 | TABLE 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 |
| 358 | SECTION R607 GLASS UNIT MASONRY |
| 359 | FIGURE R607.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE |
| 360 | SECTION R608 EXTERIOR CONCRETE WALL CONSTRUCTION |
| 361 | TABLE R608.3 DIMENSIONAL REQUIREMENTS FOR WALLSa |
| 362 | FIGURE R608.3(1) FLAT WALL SYSTEM FIGURE R608.3(2) WAFFLE-GRID WALL SYSTEM FIGURE R608.3(3) SCREEN-GRID WALL SYSTEM |
| 363 | TABLE R608.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS |
| 364 | FIGURE R608.5.4(1) LAP SPLICES FIGURE R608.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION |
| 365 | FIGURE R608.5.4(3) STANDARD HOOKS |
| 366 | TABLE R608.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND ALTERNATIVE GRADE OF STEELa, b, c |
| 367 | FIGURE 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 |
| 368 | FIGURE R608.6(3) ABOVE-GRADE CONCRETE WALL CONSTRUCTION TWO-STORY FIGURE R608.6(4) ABOVE-GRADE CONCRETE WALL SUPPORTED ON MONOLITHIC SLAB-ON-GROUND FOOTING |
| 369 | TABLE R608.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLSa, b, c, d, e |
| 370 | TABLE R608.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLSa, b, c, d, e |
| 371 | TABLE R608.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLSa, b, c, d, e |
| 372 | TABLE R608.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRIDABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLSa, b, c, d, e, k |
| 373 | TABLE R608.6(4)—continued MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRIDABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLSa, b, c, d, e, k |
| 374 | EQUATION R6-1 EQUATION R6-2 |
| 375 | TABLE 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 STORYa, c, d, e, f, g |
| 376 | TABLE R608.7.1.1(1)—continued 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 |
| 377 | TABLE 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 STORYa, c, d, e, f, g |
| 378 | TABLE R608.7.1.1(2)—continued 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 |
| 379 | TABLE R608.7.1.1(3) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa, c, d, e, f, g |
| 380 | TABLE R608.7.1.1(3)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa, c, d, e, f, |
| 381 | TABLE R608.7.1.1(4) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEETa |
| 382 | TABLE R608.7.1.1(5) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEETa, b |
| 383 | TABLE R608.7.1.1(6) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLSa, c |
| 384 | FIGURE R608.7.1.1(1) MINIMUM SOLID WALL LENGTH |
| 385 | FIGURE R608.7.1.1(2) VERTICAL REINFORCEMENT LAYOUT DETAIL |
| 386 | FIGURE R608.7.1.1(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS |
| 388 | FIGURE R608.8(1) REINFORCEMENT OF OPENINGS FIGURE R608.8(2) LINTEL FOR FLAT WALLS |
| 389 | FIGURE R608.8(3) LINTELS FOR WAFFLE-GRID WALLS |
| 390 | FIGURE R608.8(4) LINTELS FOR SCREEN-GRID WALLS |
| 391 | TABLE R608.8(1) LINTEL DESIGN LOADING CONDITIONSa, b, d |
| 392 | TABLE 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 |
| 393 | TABLE R608.8(2)—continued 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 |
| 394 | TABLE 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 |
| 395 | TABLE R608.8(3)—continued 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 |
| 396 | TABLE 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 |
| 397 | TABLE R608.8(4)—continued 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 |
| 398 | TABLE 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 |
| 399 | TABLE R608.8(5)—continued 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 |
| 400 | TABLE 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 |
| 401 | TABLE R608.8(6)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, oMAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET |
| 402 | TABLE R608.8(7) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, oMAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET |
| 403 | TABLE R608.8(7)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, oMAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET |
| 404 | TABLE R608.8(8) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK SCREEN-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, pROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET |
| 405 | TABLE R608.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g |
| 406 | TABLE R608.8(9)—continued 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 ANDSCREEN-GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSc, d, e, f, g |
| 408 | FIGURE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 409 | TABLE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b |
| 410 | FIGURE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL |
| 411 | TABLE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b |
| 412 | FIGURE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 413 | TABLE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e |
| 414 | FIGURE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 415 | TABLE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e |
| 416 | FIGURE R608.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 417 | TABLE R608.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c |
| 418 | FIGURE R608.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL |
| 419 | TABLE R608.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b, c |
| 420 | FIGURE R608.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 421 | TABLE R608.9(7) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e |
| 422 | FIGURE R608.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 423 | TABLE R608.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e |
| 424 | FIGURE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 425 | TABLE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e |
| 426 | FIGURE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 427 | TABLE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e |
| 428 | FIGURE R608.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 429 | TABLE R608.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e |
| 430 | FIGURE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 431 | TABLE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e SECTION R609 EXTERIOR WINDOWS AND DOORS |
| 433 | FIGURE 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 |
| 434 | FIGURE 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 |
| 435 | SECTION R610 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION FIGURE R610.4 SIP WALL PANEL |
| 437 | TABLE R610.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY (inches)a |
| 438 | TABLE R610.5(2) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF ONLY (inches)a |
| 439 | FIGURE R610.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS FIGURE R610.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS |
| 440 | FIGURE R610.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION FIGURE R610.5(4) SIP WALL-TO-WALL PLATFORM FRAME CONNECTION |
| 441 | FIGURE R610.5(5) SIP WALL-TO-WALL HANGING FLOOR FRAME CONNECTION (I-Joist floor shown for Illustration only) FIGURE R610.5.1 SIP WALL FRAMING CONFIGURATION |
| 442 | FIGURE R610.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT FIGURE R610.5.4 SIP CORNER FRAMING DETAIL |
| 443 | FIGURE R610.8 TYPICAL SIP WALL PANEL-TO-PANEL CONNECTION DETAILS |
| 444 | TABLE R610.8 MAXIMUM SPANS FOR 117/8-INCH OR DEEPER SIP HEADERS (feet)a, c, d |
| 446 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE CHAPTER 7 – WALL COVERING |
| 448 | CHAPTER 7 WALL COVERING SECTION R701 GENERAL SECTION R702 INTERIOR COVERING TABLE R702.1(1) THICKNESS OF PLASTER |
| 449 | TABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME |
| 451 | TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS |
| 452 | TABLE R702.3.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES TABLE R702.4.2 BACKER BOARD MATERIALS |
| 453 | TABLE R702.7(1) VAPOR RETARDER MATERIALS AND CLASSES TABLE R702.7(2) VAPOR RETARDER OPTIONS SECTION R703 EXTERIOR COVERING |
| 454 | TABLE R702.7(3) CLASS III VAPOR RETARDERS TABLE R702.7(4) CONTINUOUS INSULATION WITH CLASS II VAPOR RETARDER |
| 455 | TABLE R702.7(5) IECC VS. CALIFORNIA ENERGY CODE CLIMATE ZONE COMPARISON |
| 456 | TABLE R703.3(1) SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS |
| 457 | TABLE R703.3(1)—continued SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS |
| 458 | TABLE R703.3(2) SCREW FASTENER SUBSTITUTION FOR SIDING ATTACHMENT TO COLD-FORMED STEEL LIGHT FRAME CONSTRUCTIONa, b, c, d, e 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 |
| 459 | TABLE R703.6.1 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa, b, c(Dimensions are in inches) |
| 460 | TABLE R703.6.3(1) SINGLE-COURSE SIDEWALL FASTENERS TABLE R703.6.3(2) DOUBLE-COURSE SIDEWALL FASTENERS |
| 462 | FIGURE R703.8(1) TYPICAL MASONRY VENEER WALL DETAILSd |
| 463 | FIGURE R703.8(2) TYPICAL MASONRY VENEER WALL DETAILSe |
| 464 | TABLE 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 |
| 465 | FIGURE R703.8.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES FIGURE R703.8.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS |
| 466 | TABLE R703.8.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa, b, c, d TABLE R703.8.3.2 HEIGHT OF MASONRY VENEER ABOVE OPENING |
| 467 | FIGURE R703.8.3.2 MASONRY VENEER OPENING TABLE R703.8.4(1) TIE ATTACHMENT AND AIRSPACE REQUIREMENTS |
| 468 | TABLE R703.8.4(2) REQUIRED BRICK TIE SPACING FOR DIRECT APPLICATION TOWOOD STRUCTURAL PANEL SHEATHINGa, b, c |
| 470 | TABLE R703.11.2 REQUIRED MINIMUM WIND LOAD DESIGN PRESSURE RATING FOR VINYL SIDING INSTALLED OVER FOAM PLASTIC SHEATHING ALONE |
| 471 | TABLE R703.15.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa |
| 472 | TABLE R703.15.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa, b |
| 473 | TABLE R703.16.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa, b TABLE R703.16.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa |
| 474 | SECTION R704 SOFFITS |
| 475 | FIGURE R704.2.1(1) TYPICAL SINGLE-SPAN VINYL SOFFIT PANEL SUPPORT |
| 476 | FIGURE R704.2.1(2) TYPICAL DOUBLE-SPAN VINYL SOFFIT PANEL SUPPORT |
| 477 | TABLE R704.3.4 PRESCRIPTIVE ALTERNATIVE FOR WOOD STRUCTURAL PANEL SOFFIT b, c, d, e |
| 478 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE CHAPTER 8 – ROOF-CEILING CONSTRUCTION |
| 480 | CHAPTER 8 ROOF-CEILING CONSTRUCTION SECTION R801 GENERAL SECTION R802 WOOD ROOF FRAMING |
| 482 | TABLE R802.4.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180) |
| 483 | TABLE R802.4.1(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180) |
| 484 | TABLE R802.4.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240) |
| 485 | TABLE R802.4.1(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240) |
| 486 | TABLE R802.4.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180) |
| 487 | TABLE R802.4.1(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180) |
| 488 | TABLE R802.4.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240) |
| 489 | TABLE R802.4.1(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240) |
| 490 | TABLE R802.4.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180) |
| 491 | TABLE R802.4.1(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180) |
| 492 | TABLE R802.4.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240) |
| 493 | TABLE R802.4.1(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240) |
| 494 | TABLE R802.4.1(7) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling not attached to rafters, L/Δ = 180) |
| 495 | TABLE R802.4.1(7)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling not attached to rafters, L/Δ = 180) |
| 496 | TABLE R802.4.1(8) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling attached to rafters, L/Δ = 240) |
| 497 | TABLE R802.4.1(8)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling attached to rafters, L/Δ = 240) |
| 498 | TABLE R802.4.1(9) RAFTER SPAN ADJUSTMENT FACTOR FIGURE R802.4.5 BRACED RAFTER CONSTRUCTION |
| 499 | TABLE R802.5.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 500 | TABLE R802.5.1(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 501 | TABLE R802.5.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240) |
| 502 | TABLE R802.5.1(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240) |
| 503 | TABLE R802.5.2 RAFTER/CEILING JOIST HEEL JOINT CONNECTIONSa, b, c, d, e, f, g, h, i |
| 504 | FIGURE R802.7.1.1 RAFTER NOTCH |
| 506 | FIGURE R802.7.1.2 CEILING JOIST TAPER CUT |
| 507 | SECTION R803 ROOF SHEATHING TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING SECTION R804 COLD-FORMED STEEL ROOF FRAMING |
| 508 | TABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION)a, b, c, d, e, f, g, h |
| 509 | TABLE R802.11—continued RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION)a, b, c, d, e, f, g, h |
| 510 | FIGURE R804.3 COLD-FORMED STEEL ROOF CONSTRUCTION |
| 511 | TABLE R804.3 ROOF FRAMING FASTENING SCHEDULEa, b |
| 512 | TABLE R804.3.1.1(1) CEILING JOIST SPANS 10 PSF LIVE LOAD (NO ATTIC STORAGE)a, b, c, d |
| 513 | TABLE R804.3.1.1(2) CEILING JOIST SPANS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c, d |
| 514 | TABLE 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 |
| 515 | FIGURE 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 |
| 516 | FIGURE R804.3.1.4 SPLICED CEILING JOISTS |
| 517 | TABLE R804.3.2.1(1) ROOF RAFTER SPANSa, b, c, d TABLE R804.3.2.1(2) ULTIMATE DESIGN WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION |
| 518 | FIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS |
| 519 | FIGURE R804.3.2.4 RIDGE MEMBER CONNECTION |
| 520 | TABLE R804.3.2.4 SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR ROOF RAFTER TO RIDGE MEMBER CONNECTIONa |
| 521 | FIGURE R804.3.5(1) ROOF OR CEILING OPENING FIGURE R804.3.5(2) HEADER TO TRIMMER CONNECTION |
| 522 | TABLE R804.3.7.1 REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLEENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FEETa, b, c, d, e, f, g |
| 523 | FIGURE R804.3.7.1(1) CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL FIGURE R804.3.7.1(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL |
| 524 | FIGURE R804.3.7.2 ROOF BLOCKING DETAIL |
| 525 | SECTION R805 CEILING FINISHES SECTION R806 ROOF VENTILATION |
| 526 | SECTION R807 ATTIC ACCESS |
| 527 | TABLE R806.5 INSULATION FOR CONDENSATION CONTROL |
| 528 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE CHAPTER 9 – ROOF ASSEMBLIES |
| 530 | CHAPTER 9 ROOF ASSEMBLIES SECTION R901 GENERAL SECTION R902 FIRE CLASSIFICATION |
| 531 | SECTION R903 WEATHER PROTECTION SECTION R904 MATERIALS SECTION R905 REQUIREMENTS FOR ROOF COVERINGS |
| 532 | TABLE R905.1.1(1) UNDERLAYMENT TYPES |
| 533 | TABLE R905.1.1(2) UNDERLAYMENT APPLICATION |
| 534 | TABLE R905.1.1(3) UNDERLAYMENT APPLICATION TABLE R905.2.4.1 CLASSIFICATION OF ASPHALT ROOF SHINGLES |
| 535 | TABLE R905.2.8.2 VALLEY LINING MATERIAL |
| 536 | TABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT |
| 537 | TABLE R905.4.4.1 CLASSIFICATION OF STEEP SLOPE METAL ROOF SHINGLES TESTED IN ACCORDANCE WITH ASTM D3161 |
| 538 | TABLE R905.6.5 SLATE SHINGLE HEADLAP TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS |
| 539 | TABLE 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 |
| 540 | TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE |
| 541 | TABLE 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 |
| 542 | TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS TABLE R905.14.3 PROTECTIVE COATING MATERIAL STANDARDS |
| 543 | TABLE R905.16.6 CLASSIFICATION OF PHOTOVOLTAIC SHINGLES SECTION R906 ROOF INSULATION |
| 544 | TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION R907 ROOFTOP-MOUNTED PHOTOVOLTAIC PANEL SYSTEMS SECTION R908 REROOFING |
| 546 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE CHAPTER 10 – CHIMNEYS AND FIREPLACES |
| 548 | CHAPTER 10 CHIMNEYS AND FIREPLACES SECTION R1001 MASONRY FIREPLACES |
| 549 | TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS |
| 550 | FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS |
| 552 | SECTION R1002 MASONRY HEATERS FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES |
| 553 | SECTION R1003 MASONRY CHIMNEYS |
| 555 | TABLE 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 |
| 556 | FIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES |
| 557 | TABLE R1003.20 CRICKET DIMENSIONS FIGURE R1003.20 CHIMNEY CRICKET SECTION R1004 FACTORY-BUILT FIREPLACES SECTION R1005 FACTORY-BUILT CHIMNEYS |
| 558 | SECTION R1006 EXTERIOR AIR SUPPLY |
| 560 | PART IV – ENERGY CONSERVATION |
| 562 | PART V – MECHANICAL |
| 564 | PART VI – FUEL GAS |
| 566 | PART VII – PLUMBING |
| 568 | PART VIII – ELECTRICAL |
| 570 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE CHAPTER 44 – REFERENCED STANDARDS |
| 572 | PART IX – REFERENCED STANDARDS CHAPTER 44 REFERENCED STANDARDS AAMA ACCA ACI |
| 573 | AISI AMCA ANCE ANSI |
| 574 | APA ASCE/SEI ASME |
| 575 | ASTM |
| 584 | AWC AWPA CEN |
| 585 | CPA CPSC CSA CSSB DASMA |
| 586 | DHA DOC FEMA FM GA ICC |
| 587 | ISO NFPA |
| 589 | PCA SBCA |
| 590 | SFM TMS TPI UBC UL |
| 592 | ULC WDMA WMA |
| 594 | APPENDIX AA RESERVED |
| 596 | APPENDIX AB RESERVED |
| 598 | APPENDIX AC RESERVED |
| 600 | APPENDIX AD RESERVED |
| 602 | APPENDIX AE RESERVED |
| 604 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE APPENDIX AF – RADON CONTROL METHODS APPENDIX AF RADON CONTROL METHODS SECTION AF101 SCOPE SECTION AF102 DEFINITIONS |
| 605 | FIGURE AF101.1 EPA MAP OF RADON ZONES |
| 606 | TABLE AF101.1 |
| 607 | TABLE AF101.1—continued |
| 608 | TABLE AF101.1—continued |
| 609 | TABLE AF101.1—continued |
| 610 | TABLE AF101.1—continued |
| 611 | FIGURE AF103.1 RADON-RESISTANT CONSTRUCTION DETAILS FOR FOUR FOUNDATION TYPES |
| 612 | SECTION AF103 REQUIREMENTS |
| 613 | SECTION AF104 TESTING |
| 616 | APPENDIX AG RESERVED |
| 618 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE APPENDIX AH – PATIO COVERS APPENDIX AH PATIO COVERS SECTION AH101 GENERAL SECTION AH102 DEFINITION SECTION AH103 EXTERIOR WALLS AND OPENINGS |
| 619 | SECTION 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 FRAMINGa, b, e, f, g, h |
| 620 | TABLE AH106.4.1(2) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE |
| 621 | FIGURE AH106.4.1 ULTIMATE DESIGN WIND SPEEDS FOR PATIO COVERS AND SCREEN ENCLOSURES |
| 622 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE APPENDIX AI – PRIVATE SEWAGE DISPOSAL APPENDIX AI PRIVATE SEWAGE DISPOSAL SECTION AI101 GENERAL |
| 624 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE APPENDIX AJ – EXISTING BUILDINGS AND STRUCTURES APPENDIX AJ EXISTING BUILDINGS AND STRUCTURES SECTION AJ101 PURPOSE AND INTENT SECTION AJ102 COMPLIANCE |
| 625 | SECTION AJ103 PRELIMINARY MEETING |
| 626 | SECTION AJ104 EVALUATION OF AN EXISTING BUILDING SECTION AJ105 PERMIT SECTION AJ106 DEFINITIONS SECTION AJ107 REPAIRS |
| 627 | SECTION AJ108 RENOVATIONS SECTION AJ109 ALTERATIONS |
| 628 | SECTION AJ110 RECONSTRUCTION SECTION AJ111 REFERENCED STANDARDS TABLE AJ111.1 REFERENCED STANDARDS |
| 630 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE APPENDIX AK – SOUND TRANSMISSION APPENDIX AK SOUND TRANSMISSION SECTION AK101 GENERAL SECTION AK102 AIRBORNE SOUND SECTION AK103 STRUCTURAL-BORNE SOUND SECTION AK104 REFERENCED STANDARDS |
| 631 | TABLE AK104.1 REFERENCED STANDARDS |
| 632 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE APPENDIX AL – PERMIT FEES APPENDIX AL PERMIT FEES SECTION AL101 GENERAL TABLE AL101.1 PERMIT FEE SCHEDULE |
| 634 | APPENDIX AM RESERVED |
| 636 | APPENDIX AN RESERVED |
| 638 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE APPENDIX AO – 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 |
| 640 | APPENDIX AP RESERVED |
| 642 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE APPENDIX AQ – TINY HOUSES APPENDIX AQ TINY HOUSES SECTION AQ101 GENERAL SECTION AQ102 DEFINITIONS SECTION AQ103 CEILING HEIGHT SECTION AQ104 LOFTS |
| 643 | FIGURE AQ104.1.3 HEIGHT EFFECT ON LOFT AREA |
| 644 | SECTION AQ105 EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION AQ106 ENERGY CONSERVATION |
| 646 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE APPENDIX AR – LIGHT STRAW-CLAY CONSTRUCTION APPENDIX AR LIGHT STRAW-CLAY CONSTRUCTION SECTION AR101 GENERAL SECTION AR102 DEFINITIONS SECTION AR103 NONBEARING LIGHT STRAW-CLAY CONSTRUCTION |
| 647 | TABLE AR103.2.3 REQUIREMENTS AND PROPERTIES OF LIGHT STRAW-CLAY MIXTURESa |
| 648 | FIGURE 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 |
| 649 | SECTION AR104 THERMAL PERFORMANCE SECTION AR105 REFERENCED STANDARDS TABLE AR105.1 REFERENCED STANDARDS |
| 650 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE APPENDIX AS – STRAWBALE CONSTRUCTION APPENDIX AS STRAWBALE CONSTRUCTION SECTION AS101 GENERAL SECTION AS102 DEFINITIONS |
| 651 | FIGURE AS101.2 TYPICAL STRAWBALE WALL SYSTEMS |
| 652 | FIGURE AS102.1 BALE ORIENTATIONS SECTION AS103 BALES |
| 653 | FIGURE AS103.2 APPROXIMATE DIMENSIONS OF COMMON STRAW BALES SECTION AS104 FINISHES |
| 654 | SECTION AS105 STRAWBALE WALLS—GENERAL |
| 655 | FIGURE AS105.1(1) TYPICAL BASE OF PLASTERED STRAWBALE WALL ON CONCRETE SLAB AND FOOTING |
| 656 | FIGURE AS105.1(2) TYPICAL BASE OF PLASTERED STRAWBALE WALL OVER RAISED FLOOR |
| 657 | FIGURE AS105.1(3) TYPICAL TOP OF LOAD-BEARING STRAWBALE WALL |
| 658 | FIGURE AS105.1(4) TYPICAL TOP OF POST-AND-BEAM WALL WITH PLASTERED STRAWBALE INFILL |
| 659 | TABLE AS105.4 OUT-OF-PLANE RESISTANCE METHODS AND UNRESTRAINED WALL DIMENSION LIMITS |
| 660 | SECTION AS106 STRAWBALE WALLS—STRUCTURAL |
| 661 | TABLE AS106.6.1 MINIMUM COMPRESSIVE STRENGTH FOR PLASTERS ON STRUCTURAL WALLS |
| 662 | EQUATION AS-1 TABLE AS106.12 ALLOWABLE SUPERIMPOSED VERTICAL LOADS (LBS/FOOT) FOR PLASTERED LOAD-BEARING STRAWBALE WALLS |
| 663 | TABLE AS106.13(1) PLASTERED STRAWBALE BRACED WALL PANEL TYPES |
| 664 | TABLE AS106.13(2) BRACING REQUIREMENTS FOR STRAWBALE BRACED WALL PANELS BASED ON WIND SPEED |
| 665 | TABLE AS106.13(3) BRACING REQUIREMENTS FOR STRAWBALE BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY |
| 666 | SECTION AS107 FIRE RESISTANCE SECTION AS108 THERMAL INSULATION SECTION AS109 REFERENCED STANDARDS TABLE AS109.1 REFERENCED STANDARDS |
| 668 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE APPENDIX AT – SOLAR-READY PROVISIONS—DETACHED ONE- ANDTWO-FAMILY DWELLINGS AND TOWNHOUSES APPENDIX AT [RE] SOLAR-READY PROVISIONS—DETACHED ONE- AND TWO-FAMILY DWELLINGS AND TOWNHOUSES SECTION AT101 (RB101) SCOPE SECTION AT102 (RB102) GENERAL DEFINITION SECTION AT103 (RB103) SOLAR-READY ZONE |
| 670 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE APPENDIX AU – COB CONSTRUCTION (MONOLITHIC ADOBE) APPENDIX AU COB CONSTRUCTION (MONOLITHIC ADOBE) SECTION AU101 GENERAL SECTION AU102 DEFINITIONS |
| 671 | FIGURE AU101.4 TYPICAL COB WALL SECTION AU103 MATERIALS, MIXING AND INSTALLATION |
| 672 | SECTION AU104 FINISHES |
| 673 | SECTION AU105 COB WALLS—GENERAL |
| 674 | TABLE AU105.3 OUT-OF-PLANE RESISTANCE METHODS AND UNRESTRAINED WALL HEIGHT LIMITS |
| 675 | SECTION AU106 COB WALLS—STRUCTURAL EQUATION AU-1 |
| 676 | EQUATION AU-2 |
| 677 | FIGURE AU106.9.5 CONNECTION OF ROOF FRAMING TO BOND BEAMS |
| 678 | FIGURE AU106.9.6 CONNECTIONS AT GABLE AND SHED ROOF END WALLS |
| 679 | TABLE AU106.10 LINTELS AND BOND BEAMS SPANNING OPENINGS |
| 680 | TABLE AU106.11(1) COB BRACED WALL PANEL TYPES |
| 681 | TABLE 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 |
| 682 | TABLE AU106.11(4) BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY B |
| 683 | TABLE AU106.11(5) BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY C |
| 684 | EQUATION AU-4 FIGURE AU106.11.3 CURVED BRACED WALL PANEL SECTION AU107 COB FLOORS SECTION AU108 FIRE RESISTANCE |
| 685 | TABLE AU106.12 ANCHORAGE OF BOND BEAMS FOR WIND UPLIFT SECTION AU109 THERMAL PERFORMANCE SECTION AU110 REFERENCED STANDARDS TABLE AU110.1 REFERENCED STANDARDS |
| 686 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE APPENDIX AV – BOARD OF APPEALS APPENDIX AV BOARD OF APPEALS SECTION AV101 GENERAL |
| 688 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE APPENDIX AW – 3D-PRINTED BUILDING CONSTRUCTION APPENDIX AW 3D-PRINTED BUILDING CONSTRUCTION SECTION AW101 GENERAL SECTION AW102 DEFINITIONS SECTION AW103 BUILDING DESIGN |
| 689 | SECTION AW104 BUILDING CONSTRUCTION SECTION AW105 SPECIAL INSPECTIONS SECTION AW106 REFERENCED STANDARDS TABLE AW106.1 REFERENCED STANDARDS |
| 690 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE APPENDIX AX – SWIMMING POOL SAFETY ACT APPENDIX AX SWIMMING POOL SAFETY ACT |
| 694 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE APPENDIX AY – 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 |
| 700 | CALIFORNIA RESIDENTIAL CODE – MATRIX ADOPTION TABLE APPENDIX AZ – EMERGENCY HOUSING APPENDIX AZ EMERGENCY HOUSING SECTION AZ101 GENERAL SECTION AZ102 DEFINITIONS |
| 701 | SECTION AZ103 EMERGENCY HOUSING SECTION AZ104 EMERGENCY SLEEPING CABINS |
| 702 | SECTION AZ105 EMERGENCY TRANSPORTABLE HOUSING UNITS SECTION AZ106 TENTS AND MEMBRANE STRUCTURES SECTION AZ107 ACCESSIBILITY SECTION AZ108 LOFTS IN EMERGENCY HOUSING |
| 703 | SECTION AZ109 LOCATION, MAINTENANCE AND IDENTIFICATION SECTION AZ110 EMERGENCY HOUSING FACILITIES |
| 706 | INDEX |
| 716 | HISTORY NOTE APPENDIX |
| 718 | CODE RESOURCES FROM ICC |
| 719 | ICC DIGITAL CODES PREMIUM |
