This is a fully integrated code based on the Building Provisions of the 2009 International Residential Code\u00ae (Chapters 2-10).<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 1<\/td>\n | 2010 CALIFORNIA RESIDENTIAL CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 2.5 <\/td>\n<\/tr>\n | ||||||
| 2<\/td>\n | 2010 CALIFORNIA RESIDENTIAL CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 2.5 CALIFORNIA BUILDING STANDARDS COMMISSION BASED ON THE 2009 INTERNATIONAL RESIDENTIAL CODE\u00ae TITLE PAGE <\/td>\n<\/tr>\n | ||||||
| 3<\/td>\n | COPYRIGHT <\/td>\n<\/tr>\n | ||||||
| 4<\/td>\n | PREFACE ACKNOWLEDGMENTS <\/td>\n<\/tr>\n | ||||||
| 5<\/td>\n | CALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST <\/td>\n<\/tr>\n | ||||||
| 6<\/td>\n | HOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS <\/td>\n<\/tr>\n | ||||||
| 8<\/td>\n | CALIFORNIA MATRIX ADOPTION TABLES <\/td>\n<\/tr>\n | ||||||
| 10<\/td>\n | TABLE OF CONTENTS <\/td>\n<\/tr>\n | ||||||
| 14<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 1 \u2013 SCOPE AND APPLICATION <\/td>\n<\/tr>\n | ||||||
| 16<\/td>\n | PART I\u2014ADMINISTRATIVE CHAPTER 1 SCOPE AND APPLICATION DIVISION I CALIFORNIA ADMINISTRATION SECTION 1.1 GENERAL <\/td>\n<\/tr>\n | ||||||
| 19<\/td>\n | 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 1.8.1 AUTHORITY AND ABBREVIATIONS <\/td>\n<\/tr>\n | ||||||
| 20<\/td>\n | SECTION 1.8. 2 LOCAL ENFORCING AGENCY <\/td>\n<\/tr>\n | ||||||
| 21<\/td>\n | SECTION 1.8.3 PERMITS, FEES, APPLICATIONS AND INSPECTIONS SECTION 1.8.4 RIGHT OF ENTRY FOR ENFORCEMENT <\/td>\n<\/tr>\n | ||||||
| 22<\/td>\n | SECTION 1.8.5 LOCAL MODIFICATION BY ORDINANCE OR REGULATION SECTION 1.8.6 ALTERNATE MATERIALS, DESIGNS, TESTS AND METHODS OF CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 23<\/td>\n | SECTION 1.8.7 APPEALS BOARD SECTION 1.8.8 UNSAFE BUILDINGS OR STRUCTURES <\/td>\n<\/tr>\n | ||||||
| 24<\/td>\n | SECTION 1.8.9 OTHER BUILDING REGULATIONS SECTION 1.9 RESERVED SECTION 1.10 RESERVED SECTION 1.11 OFFICE OF THE STATE FIRE MARSHAL <\/td>\n<\/tr>\n | ||||||
| 28<\/td>\n | SECTION 1.12 RESERVED SECTION 1.13 RESERVED SECTION 1.14 RESERVED <\/td>\n<\/tr>\n | ||||||
| 29<\/td>\n | DIVISION II ADMINISTRATION SECTION R101 GENERAL SECTION R102 APPLICABILITY SECTION R103 DEPARTMENT OF BUILDING SAFETY <\/td>\n<\/tr>\n | ||||||
| 30<\/td>\n | SECTION R104 DUTIES AND POWERS OF THE BUILDING OFFICIAL <\/td>\n<\/tr>\n | ||||||
| 31<\/td>\n | SECTION R105 PERMITS <\/td>\n<\/tr>\n | ||||||
| 32<\/td>\n | SECTION R106 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n | ||||||
| 33<\/td>\n | SECTION R107 TEMPORARY STRUCTURES AND USES <\/td>\n<\/tr>\n | ||||||
| 34<\/td>\n | SECTION R108 FEES SECTION R109 INSPECTION <\/td>\n<\/tr>\n | ||||||
| 35<\/td>\n | SECTION R110 CERTIFICATE OF OCCUPANCY SECTION R111 SERVICE UTILITIES <\/td>\n<\/tr>\n | ||||||
| 36<\/td>\n | SECTION R112 BOARD OF APPEALS SECTION R113 VIOLATIONS <\/td>\n<\/tr>\n | ||||||
| 37<\/td>\n | SECTION R114 STOP WORK ORDER <\/td>\n<\/tr>\n | ||||||
| 38<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLEC ALIFORNIA CHAPTER 2 \u2013 DEFINITIONS <\/td>\n<\/tr>\n | ||||||
| 39<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CALIFORNIA CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n | ||||||
| 40<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CALIFORNIA CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n | ||||||
| 41<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CALIFORNIA CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n | ||||||
| 42<\/td>\n | PART II\u2014DEFINITIONS CHAPTER 2 DEFINITIONS SECTION R201 GENERAL SECTION R202 DEFINITIONS <\/td>\n<\/tr>\n | ||||||
| 52<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CALIFORNIA CHAPTER 3 \u2013 BUILDING PLANNING <\/td>\n<\/tr>\n | ||||||
| 53<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CALIFORNIA CHAPTER 3 \u2013 BUILDING PLANNING\u2014continued <\/td>\n<\/tr>\n | ||||||
| 54<\/td>\n | PART III\u2014BUILDING PLANNING AND CONSTRUCTION CHAPTER 3 BUILDING PLANNING SECTION R301 DESIGN CRITERIA <\/td>\n<\/tr>\n | ||||||
| 56<\/td>\n | TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA <\/td>\n<\/tr>\n | ||||||
| 57<\/td>\n | TABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (psf) <\/td>\n<\/tr>\n | ||||||
| 58<\/td>\n | TABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2) TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS <\/td>\n<\/tr>\n | ||||||
| 59<\/td>\n | FIGURE R301.2(1) ISOLINES OF THE 971\/2 PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES ( F) <\/td>\n<\/tr>\n | ||||||
| 60<\/td>\n | FIGURE R301.2(2) SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n | ||||||
| 61<\/td>\n | FIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n | ||||||
| 62<\/td>\n | FIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n | ||||||
| 63<\/td>\n | FIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n | ||||||
| 64<\/td>\n | FIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n | ||||||
| 65<\/td>\n | FIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETE <\/td>\n<\/tr>\n | ||||||
| 66<\/td>\n | FIGURE R301.2(4) BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL <\/td>\n<\/tr>\n | ||||||
| 67<\/td>\n | FIGURE R301.2(4)\u2014continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL <\/td>\n<\/tr>\n | ||||||
| 68<\/td>\n | FIGURE R301.2(4)\u2014continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL <\/td>\n<\/tr>\n | ||||||
| 69<\/td>\n | FIGURE R301.2(4)\u2014continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL <\/td>\n<\/tr>\n | ||||||
| 70<\/td>\n | FIGURE R301.2(4)\u2014continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL <\/td>\n<\/tr>\n | ||||||
| 71<\/td>\n | FIGURE R301.2(5) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb\/ft2) <\/td>\n<\/tr>\n | ||||||
| 72<\/td>\n | FIGURE R301.2(5)\u2014continued GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb\/ft2) <\/td>\n<\/tr>\n | ||||||
| 73<\/td>\n | FIGURE R301.2(6) TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n | ||||||
| 74<\/td>\n | FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES <\/td>\n<\/tr>\n | ||||||
| 75<\/td>\n | TABLE R301.2.1.3 EQUIVALENT BASIC WIND SPEEDSa <\/td>\n<\/tr>\n | ||||||
| 76<\/td>\n | TABLE R301.2.1.5.1 BASIC WIND MODIFICATION FOR TOPOGRAPHIC WIND EFFECT 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 <\/td>\n<\/tr>\n | ||||||
| 77<\/td>\n | FIGURE R301.2.1.5.1(3) ILLUSTRATION OF WHERE ON A TOPOGRAPHIC FEATURE, WIND SPEED INCREASE IS APPLIED TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION <\/td>\n<\/tr>\n | ||||||
| 78<\/td>\n | TABLE R301.2.2.2.1 WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOADa <\/td>\n<\/tr>\n | ||||||
| 80<\/td>\n | TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) <\/td>\n<\/tr>\n | ||||||
| 81<\/td>\n | TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS SECTION R302 FIRE-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 82<\/td>\n | TABLE R302.1(1) EXTERIOR WALLS\u2013DWELLINGS AND ACCESSORY BUILDINGS WITHOUT AUTOMATIC RESIDENTIAL FIRE SPRINKLER PROTECTION <\/td>\n<\/tr>\n | ||||||
| 83<\/td>\n | TABLE R302.1(2) EXTERIOR WALLS\u2013DWELLINGS AND ACCESSORY BUILDINGS WITH AUTOMATIC RESIDENTIAL FIRE SPRINKLER PROTECTION <\/td>\n<\/tr>\n | ||||||
| 84<\/td>\n | TABLE R302.6 DWELLING\/GARAGE AND\/OR CARPORT SEPARATION <\/td>\n<\/tr>\n | ||||||
| 86<\/td>\n | SECTION R303 LIGHT, VENTILATION AND HEATING <\/td>\n<\/tr>\n | ||||||
| 87<\/td>\n | SECTION R304 MINIMUM ROOM AREAS <\/td>\n<\/tr>\n | ||||||
| 88<\/td>\n | SECTION R305 CEILING HEIGHT SECTION R306 SANITATION SECTION R307 TOILET, BATH AND SHOWER SPACES SECTION R308 GLAZING <\/td>\n<\/tr>\n | ||||||
| 89<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 91<\/td>\n | SECTION R309 GARAGES AND CARPORTS SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS <\/td>\n<\/tr>\n | ||||||
| 92<\/td>\n | SECTION R311 MEANS OF EGRESS <\/td>\n<\/tr>\n | ||||||
| 95<\/td>\n | SECTION R312 GUARDS SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS <\/td>\n<\/tr>\n | ||||||
| 96<\/td>\n | TABLE R313.3.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED <\/td>\n<\/tr>\n | ||||||
| 98<\/td>\n | EQUATION 29-1 <\/td>\n<\/tr>\n | ||||||
| 100<\/td>\n | TABLE R313.3.6.2(2) MINIMUM WATER METER PRESSURE LOSS (PLm) TABLE R313.3.6.2(3) ELEVATION LOSS (PLe) <\/td>\n<\/tr>\n | ||||||
| 101<\/td>\n | TABLE R313.3.6.2(4) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH TYPE M COPPER WATER TUBING <\/td>\n<\/tr>\n | ||||||
| 102<\/td>\n | TABLE R313.3.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING <\/td>\n<\/tr>\n | ||||||
| 103<\/td>\n | TABLE R313.3.6.2(6) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH CPVC PIPE <\/td>\n<\/tr>\n | ||||||
| 104<\/td>\n | TABLE R313.3.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE <\/td>\n<\/tr>\n | ||||||
| 105<\/td>\n | TABLE R313.3.6.2(8) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH PEX TUBING <\/td>\n<\/tr>\n | ||||||
| 106<\/td>\n | TABLE R313.3.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX TUBING <\/td>\n<\/tr>\n | ||||||
| 107<\/td>\n | SECTION R314 SMOKE ALARMS <\/td>\n<\/tr>\n | ||||||
| 109<\/td>\n | SECTION R315 CARBON MONOXIDE ALARMS <\/td>\n<\/tr>\n | ||||||
| 110<\/td>\n | SECTION R316 FOAM PLASTIC <\/td>\n<\/tr>\n | ||||||
| 112<\/td>\n | SECTION R317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY <\/td>\n<\/tr>\n | ||||||
| 113<\/td>\n | SECTION R318 PROTECTION AGAINST SUBTERRANEAN TERMITES <\/td>\n<\/tr>\n | ||||||
| 114<\/td>\n | SECTION R319 SITE ADDRESS SECTION R320 ACCESSIBILITY SECTION R321 ELEVATORS AND PLATFORM LIFTS SECTION R322 FLOOD-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 117<\/td>\n | SECTION R323 STORM SHELTERS SECTION R324 RESERVED SECTION R325 SPECIAL PROVISIONS FOR LICENSED 24-HOUR CARE FACILITIES IN GROUP R-3.1 <\/td>\n<\/tr>\n | ||||||
| 120<\/td>\n | SECTION R326 LARGE FAMILY DAY-CARE HOMES <\/td>\n<\/tr>\n | ||||||
| 121<\/td>\n | SECTION R327 MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE SECTION R327.1 SCOPE, PURPOSE AND APPLICATION <\/td>\n<\/tr>\n | ||||||
| 123<\/td>\n | SECTION R327.2 DEFINITIONS SECTION R327.3 STANDARDS OF QUALITY <\/td>\n<\/tr>\n | ||||||
| 124<\/td>\n | SECTION R327.4 IGNITION RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 125<\/td>\n | SECTION R327.5 ROOFING SECTION R327.6 VENTS SFM-SECTION R327.7 EXTERIOR COVERING <\/td>\n<\/tr>\n | ||||||
| 127<\/td>\n | SECTION R327.8 EXTERIOR WINDOWS AND DOORS <\/td>\n<\/tr>\n | ||||||
| 128<\/td>\n | SECTION R327.9 DECKING SECTION R327.10 ACCESSORY STRUCTURES SECTION R328 ELECTRIC VEHICLE <\/td>\n<\/tr>\n | ||||||
| 130<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CALIFORNIA CHAPTER 4 \u2013 FOUNDATIONS <\/td>\n<\/tr>\n | ||||||
| 132<\/td>\n | CHAPTER 4 FOUNDATIONS SECTION R401 GENERAL TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa <\/td>\n<\/tr>\n | ||||||
| 133<\/td>\n | SECTION R402 MATERIALS TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE <\/td>\n<\/tr>\n | ||||||
| 134<\/td>\n | SECTION R403 FOOTINGS TABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS (inches)a <\/td>\n<\/tr>\n | ||||||
| 135<\/td>\n | FIGURE R403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS <\/td>\n<\/tr>\n | ||||||
| 136<\/td>\n | FIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION <\/td>\n<\/tr>\n | ||||||
| 137<\/td>\n | FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION FIGURE R403.1.3.2 DOWELS FOR SLABS-ON-GROUND WITH TURNED-DOWN FOOTINGS <\/td>\n<\/tr>\n | ||||||
| 139<\/td>\n | FIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES <\/td>\n<\/tr>\n | ||||||
| 140<\/td>\n | SECTION R404 FOUNDATION AND RETAINING WALLS <\/td>\n<\/tr>\n | ||||||
| 141<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 142<\/td>\n | FIGURE R403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD <\/td>\n<\/tr>\n | ||||||
| 143<\/td>\n | TABLE R403.3(2) AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n | ||||||
| 144<\/td>\n | TABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n | ||||||
| 145<\/td>\n | TABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n | ||||||
| 146<\/td>\n | TABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n | ||||||
| 147<\/td>\n | FIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE <\/td>\n<\/tr>\n | ||||||
| 148<\/td>\n | FIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE TABLE R403.4 MINIMUM DEPTH OF CRUSHED STONE FOOTINGS (D), (inches) <\/td>\n<\/tr>\n | ||||||
| 149<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 150<\/td>\n | TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLS <\/td>\n<\/tr>\n | ||||||
| 151<\/td>\n | TABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 5 INCHES <\/td>\n<\/tr>\n | ||||||
| 152<\/td>\n | TABLE R404.1.1(3) 10-INCH FOUNDATION WALLS WITH REINFORCING WHERE d > 6.75 INCHES <\/td>\n<\/tr>\n | ||||||
| 153<\/td>\n | TABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 8.75 INCHES <\/td>\n<\/tr>\n | ||||||
| 154<\/td>\n | TABLE 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 | ||||||
| 155<\/td>\n | TABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n | ||||||
| 156<\/td>\n | TABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n | ||||||
| 157<\/td>\n | TABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS <\/td>\n<\/tr>\n | ||||||
| 158<\/td>\n | TABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS <\/td>\n<\/tr>\n | ||||||
| 159<\/td>\n | TABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLS <\/td>\n<\/tr>\n | ||||||
| 160<\/td>\n | TABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10-INCH AND 12-INCH NOMINAL FLAT BASEMENT WALLS <\/td>\n<\/tr>\n | ||||||
| 161<\/td>\n | TABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEEL <\/td>\n<\/tr>\n | ||||||
| 162<\/td>\n | TABLE R404.1.2(9)\u2014continued MINIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEEL <\/td>\n<\/tr>\n | ||||||
| 166<\/td>\n | FIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS <\/td>\n<\/tr>\n | ||||||
| 168<\/td>\n | TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure) <\/td>\n<\/tr>\n | ||||||
| 169<\/td>\n | SECTION R405 FOUNDATION DRAINAGE TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM <\/td>\n<\/tr>\n | ||||||
| 170<\/td>\n | SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING <\/td>\n<\/tr>\n | ||||||
| 171<\/td>\n | SECTION R407 COLUMNS SECTION R408 UNDER-FLOOR SPACE <\/td>\n<\/tr>\n | ||||||
| 174<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CALIFORNIA CHAPTER 5 \u2013 FLOORS <\/td>\n<\/tr>\n | ||||||
| 176<\/td>\n | CHAPTER 5 FLOORS SECTION R501 GENERAL SECTION R502 WOOD FLOOR FRAMING <\/td>\n<\/tr>\n | ||||||
| 177<\/td>\n | FIGURE R502.2 FLOOR CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 178<\/td>\n | TABLE R502.2.2.1 FASTENER SPACING FOR A SOUTHERN PINE OR HEM-FIR DECK LEDGER AND A 2-INCH NOMINAL SOLID-SAWN SPRUCE-PINE-FIR BAND JOISTc, f, g (Deck live load = 40 psf, deck dead load = 10 psf) FIGURE 502.2.2.3 DECK ATTACHMENT FOR LATERAL LOADS <\/td>\n<\/tr>\n | ||||||
| 180<\/td>\n | TABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L\/\u00ce\u201d = 360)a <\/td>\n<\/tr>\n | ||||||
| 181<\/td>\n | TABLE R502.3.1(2)FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/ = 360)b <\/td>\n<\/tr>\n | ||||||
| 182<\/td>\n | 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) TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONY <\/td>\n<\/tr>\n | ||||||
| 183<\/td>\n | TABLE R502.5(1) GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb and required number of jack studs) <\/td>\n<\/tr>\n | ||||||
| 184<\/td>\n | TABLE R502.5(1)\u2014continued GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb and required number of jack studs) <\/td>\n<\/tr>\n | ||||||
| 185<\/td>\n | TABLE R502.5(2) GIRDER SPANSa AND HEADER SPANSa FOR INTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb and required number of jack studs) <\/td>\n<\/tr>\n | ||||||
| 186<\/td>\n | FIGURE R502.8 CUTTING, NOTCHING AND DRILLING <\/td>\n<\/tr>\n | ||||||
| 187<\/td>\n | SECTION R503 FLOOR SHEATHING TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING <\/td>\n<\/tr>\n | ||||||
| 188<\/td>\n | TABLE 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 | ||||||
| 189<\/td>\n | TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa SECTION R504 PRESSURE PRESERVATIVELY TREATED-WOOD FLOORS (ON GROUND) SECTION R505 STEEL FLOOR FRAMING <\/td>\n<\/tr>\n | ||||||
| 190<\/td>\n | FIGURE R505.1.2 IN-LINE FRAMING <\/td>\n<\/tr>\n | ||||||
| 191<\/td>\n | FIGURE R505.2(1) C-SHAPED SECTION FIGURE R505.2(2) TRACK SECTION TABLE R505.2(1) COLD-FORMED STEEL JOIST SIZES TABLE R505.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS <\/td>\n<\/tr>\n | ||||||
| 192<\/td>\n | TABLE R505.2.4 SCREW SUBSTITUTION FACTOR FIGURE R505.2.5.1 FLOOR JOIST WEB HOLES <\/td>\n<\/tr>\n | ||||||
| 193<\/td>\n | FIGURE R505.2.5.3 WEB HOLE PATCH <\/td>\n<\/tr>\n | ||||||
| 194<\/td>\n | TABLE R505.3.1(1) FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS FIGURE 505.3.1(1) FLOOR TO EXTERIOR LOAD-BEARING WALL STUD CONNECTION <\/td>\n<\/tr>\n | ||||||
| 195<\/td>\n | TABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa FIGURE R505.3.1(2) FLOOR TO WOOD SILL CONNECTION <\/td>\n<\/tr>\n | ||||||
| 196<\/td>\n | FIGURE R505.3.1(3) FLOOR TO FOUNDATION CONNECTION FIGURE R505.3.1(4) CANTILEVERED FLOOR TO FOUNDATION CONNECTION <\/td>\n<\/tr>\n | ||||||
| 197<\/td>\n | FIGURE R505.3.1(5) CANTILEVERED FLOOR TO WOOD SILL CONNECTION FIGURE R505.3.1(6) CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION <\/td>\n<\/tr>\n | ||||||
| 198<\/td>\n | FIGURE R505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL <\/td>\n<\/tr>\n | ||||||
| 199<\/td>\n | FIGURE 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 | ||||||
| 200<\/td>\n | TABLE R505.3.2(1) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014SINGLE SPANS 33 ksi STEEL FIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID) <\/td>\n<\/tr>\n | ||||||
| 201<\/td>\n | TABLE R505.3.2(2) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014MULTIPLE SPANS 33 ksi STEEL FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP) <\/td>\n<\/tr>\n | ||||||
| 202<\/td>\n | TABLE R505.3.2(3) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014MULTIPLE SPANS 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 203<\/td>\n | FIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS <\/td>\n<\/tr>\n | ||||||
| 204<\/td>\n | TABLE R505.3.4(1) CLIP ANGLE BEARING STIFFENERS (20 psf equivalent snow load) TABLE R505.3.4(2) CLIP ANGLE BEARING STIFFENERS (30 psf equivalent snow load) <\/td>\n<\/tr>\n | ||||||
| 205<\/td>\n | FIGURE R505.3.4(2) BEARING STIFFENER TABLE R505.3.4(3) CLIP ANGLE BEARING STIFFENERS (50 psf equivalent snow load) <\/td>\n<\/tr>\n | ||||||
| 206<\/td>\n | TABLE R505.3.4(4) CLIP ANGLE BEARING STIFFENERS (70 psf equivalent snow load) FIGURE R505.3.7 TRACK SPLICE <\/td>\n<\/tr>\n | ||||||
| 207<\/td>\n | FIGURE R505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION: 6-FOOT FLOOR OPENING FIGURE R505.3.8(2) COLD-FORMED STEEL FLOOR CONSTRUCTION: 8-FOOT FLOOR OPENING <\/td>\n<\/tr>\n | ||||||
| 208<\/td>\n | FIGURE R505.3.8(3) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION\u20146-FOOT OPENING FIGURE R505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION\u20148-FOOT OPENING <\/td>\n<\/tr>\n | ||||||
| 209<\/td>\n | SECTION R506 CONCRETE FLOORS (ON GROUND) <\/td>\n<\/tr>\n | ||||||
| 210<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CALIFORNIA CHAPTER 6 \u2013 WALL CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 212<\/td>\n | CHAPTER 6 WALL CONSTRUCTION SECTION R601 GENERAL SECTION R602 WOOD WALL FRAMING <\/td>\n<\/tr>\n | ||||||
| 214<\/td>\n | TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS <\/td>\n<\/tr>\n | ||||||
| 215<\/td>\n | TABLE R602.3(1)\u2014continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS <\/td>\n<\/tr>\n | ||||||
| 216<\/td>\n | TABLE R602.3(2) ALTERNATE ATTACHMENTS <\/td>\n<\/tr>\n | ||||||
| 217<\/td>\n | TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES TABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHINGa TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDSa <\/td>\n<\/tr>\n | ||||||
| 218<\/td>\n | FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING <\/td>\n<\/tr>\n | ||||||
| 219<\/td>\n | FIGURE R602.3(2) FRAMING DETAILS <\/td>\n<\/tr>\n | ||||||
| 220<\/td>\n | TABLE R602.3.1 MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 mph OR LESS IN SEISMIC DESIGN CATEGORIES A, B, C, D0, D1 and D2b, c <\/td>\n<\/tr>\n | ||||||
| 221<\/td>\n | TABLE R602.3.1\u2014continued MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 mph OR LESS IN SEISMIC DESIGN CATEGORIES A, B, C, D0, D1 and D2 <\/td>\n<\/tr>\n | ||||||
| 222<\/td>\n | FIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS <\/td>\n<\/tr>\n | ||||||
| 223<\/td>\n | FIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS <\/td>\n<\/tr>\n | ||||||
| 224<\/td>\n | FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING TABLE R602.7.2 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa <\/td>\n<\/tr>\n | ||||||
| 225<\/td>\n | FIGURE R602.7.2 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 227<\/td>\n | TABLE R602.10.1.2(1) BRACING REQUIREMENTS BASED ON WIND SPEED (as a function of braced wall line spacing) <\/td>\n<\/tr>\n | ||||||
| 228<\/td>\n | TABLE R602.10.1.2(1)\u2014continued BRACING REQUIREMENTS BASED ON WIND SPEED (as a function of braced wall line spacing) <\/td>\n<\/tr>\n | ||||||
| 229<\/td>\n | TABLE R602.10.1.2(1)\u2014continued BRACING REQUIREMENTS BASED ON WIND SPEED (as a function of braced wall line spacing) <\/td>\n<\/tr>\n | ||||||
| 230<\/td>\n | TABLE R602.10.1.2(2) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY (AS A FUNCTION OF BRACED WALL LINE LENGTH) <\/td>\n<\/tr>\n | ||||||
| 231<\/td>\n | TABLE R602.10.1.2(2)\u2014continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY (AS A FUNCTION OF BRACED WALL LINE LENGTH) TABLE R602.10.1.2(3) ADJUSTMENT FACTORS TO THE LENGTH OF REQUIRED SEISMIC WALL BRACINGa <\/td>\n<\/tr>\n | ||||||
| 232<\/td>\n | FIGURE R602.10.1.3 ANGLED CORNERS FIGURE R602.10.1.4(1) BRACED WALL PANELS AND BRACED WALL LINES <\/td>\n<\/tr>\n | ||||||
| 233<\/td>\n | FIGURE R602.10.1.4(2) BRACED WALL PANEL END DISTANCE REQUIREMENTS (SDC A, B AND C) FIGURE R602.10.1.4(3) OFFSETS PERMITTED FOR BRACED WALL LINES <\/td>\n<\/tr>\n | ||||||
| 234<\/td>\n | FIGURE R602.10.1.4(4) BRACED WALL LINE SPACING FIGURE R602.10.1.4.1 BRACED WALL PANELS AT ENDS OF BRACED WALL LINES IN SEISMIC DESIGN CATEGORIES D0, D1 AND D2 TABLE R602.10.1.5 ADJUSTMENTS OF BRACING LENGTH FOR BRACED WALL LINE SPACING GREATER THAN 25 FEETa,b <\/td>\n<\/tr>\n | ||||||
| 236<\/td>\n | TABLE R602.10.2 INTERMITTENT BRACING METHODS <\/td>\n<\/tr>\n | ||||||
| 237<\/td>\n | TABLE R602.10.3 EFFECTIVE LENGTHS FOR BRACED WALL PANELS LESS THAN 48 INCHES IN ACTUAL LENGTH (BRACE METHODS DWB, WSP, SFB, PBS, PCP AND HPSa) TABLE R602.10.3.1 MINIMUM LENGTH REQUIREMENTS FOR BRACED WALL PANELS TABLE R602.10.3.2 MINIMUM LENGTH REQUIREMENTS AND HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS <\/td>\n<\/tr>\n | ||||||
| 238<\/td>\n | FIGURE R602.10.3.2 ALTERNATE BRACED WALL PANEL <\/td>\n<\/tr>\n | ||||||
| 239<\/td>\n | FIGURE R602.10.3.3 METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS <\/td>\n<\/tr>\n | ||||||
| 240<\/td>\n | FIGURE R602.10.3.4 METHOD PFG PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C TABLE R602.10.4.1 CONTINUOUS SHEATHING METHODS <\/td>\n<\/tr>\n | ||||||
| 241<\/td>\n | FIGURE R602.10.4.1.1 METHOD CS-PF: CONTINUOUS PORTAL FRAME PANEL CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 242<\/td>\n | TABLE R602.10.4.1.1 TENSION STRAP CAPACITY REQUIRED FOR RESISTING WIND PRESSURES PERPENDICULAR TO 6:1 ASPECT RATIO WALLSa,b <\/td>\n<\/tr>\n | ||||||
| 243<\/td>\n | FIGURE R602.10.4.2 BRACED WALL PANELS WITH CONTINUOUS SHEATHING TABLE R602.10.4.2 LENGTH REQUIREMENTS FOR BRACED WALL PANELS WITH CONTINUOUS SHEATHINGa (inches) <\/td>\n<\/tr>\n | ||||||
| 244<\/td>\n | FIGURE R602.10.4.4(1) TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS SHEATHING <\/td>\n<\/tr>\n | ||||||
| 245<\/td>\n | FIGURE R602.10.4.4(2) BRACED WALL LINE WITH CONTINUOUS SHEATHING WITH CORNER RETURN PANEL FIGURE R602.10.4.4(3) BRACED WALL LINE WITH CONTINUOUS SHEATHING WITHOUT CORNER RETURN PANEL <\/td>\n<\/tr>\n | ||||||
| 246<\/td>\n | FIGURE R602.10.4.4(4) BRACED WALL LINE WITH CONTINUOUS SHEATHING FIRST BRACED WALL PANEL AWAY FROM END OF WALL LINE WITHOUT TIE DOWN FIGURE R602.10.4.4(5) BRACED WALL LINE WITH CONTINUOUS SHEATHING\u2014FIRST BRACED WALL PANEL AWAY FROM END OF WALL LINE WITH HOLD-DOWN <\/td>\n<\/tr>\n | ||||||
| 247<\/td>\n | TABLE R602.10.5.2 MINIMUM LENGTH REQUIREMENTS FOR STRUCTURAL FIBERBOARD BRACED WALL PANELS IN A CONTINUOUSLY-SHEATHED WALLa <\/td>\n<\/tr>\n | ||||||
| 248<\/td>\n | FIGURE R602.10.6(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR\/CEILING FRAMING FIGURE R602.10.6(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR\/CEILING FRAMING <\/td>\n<\/tr>\n | ||||||
| 249<\/td>\n | FIGURE R602.10.6.2(1) BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS FIGURE R602.10.6.2(2) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES <\/td>\n<\/tr>\n | ||||||
| 250<\/td>\n | FIGURE R602.10.6.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES <\/td>\n<\/tr>\n | ||||||
| 251<\/td>\n | FIGURE R602.10.7 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS <\/td>\n<\/tr>\n | ||||||
| 252<\/td>\n | FIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 253<\/td>\n | TABLE R602.12(1) STONE OR MASONRY VENEER WALL BRACING REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B and C TABLE R602.12(2) STONE OR MASONRY VENEER WALL BRACING REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, SEISMIC DESIGN CATEGORIES D0, D1 and D2 <\/td>\n<\/tr>\n | ||||||
| 254<\/td>\n | FIGURE R602.12 HOLD DOWNS AT EXTERIOR AND INTERIOR BRACED WALL PANELS SECTION R603 STEEL WALL FRAMING <\/td>\n<\/tr>\n | ||||||
| 255<\/td>\n | FIGURE R603.1.2 IN-LINE FRAMING <\/td>\n<\/tr>\n | ||||||
| 256<\/td>\n | TABLE R603.2(1) LOAD-BEARING COLD-FORMED STEEL STUD SIZES TABLE R603.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS FIGURE R603.2(1) C-SHAPED SECTION FIGURE R603.2(2) TRACK SECTION TABLE R603.2.4 SCREW SUBSTITUTION FACTOR <\/td>\n<\/tr>\n | ||||||
| 257<\/td>\n | FIGURE R603.2.5.1 WEB HOLES FIGURE R603.2.5.3 STUD WEB HOLE PATCH <\/td>\n<\/tr>\n | ||||||
| 259<\/td>\n | TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa,b FIGURE R603.3.1(1) WALL TO FLOOR CONNECTION <\/td>\n<\/tr>\n | ||||||
| 260<\/td>\n | FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION FIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION <\/td>\n<\/tr>\n | ||||||
| 261<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 263<\/td>\n | TABLE R603.3.2(1) WALL FASTENING SCHEDULEa TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 264<\/td>\n | TABLE R603.3.2(3) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 265<\/td>\n | TABLE R603.3.2(4) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 266<\/td>\n | TABLE R603.3.2(5) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 267<\/td>\n | TABLE R603.3.2(6) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 268<\/td>\n | TABLE R603.3.2(7) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 269<\/td>\n | TABLE R603.3.2(8) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 270<\/td>\n | TABLE R603.3.2(9) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 271<\/td>\n | TABLE R603.3.2(10) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 272<\/td>\n | TABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 273<\/td>\n | TABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 274<\/td>\n | TABLE R603.3.2(13) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 275<\/td>\n | TABLE R603.3.2(14) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 276<\/td>\n | TABLE R603.3.2(15) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 277<\/td>\n | TABLE R603.3.2(16) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 278<\/td>\n | TABLE R603.3.2(17) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 279<\/td>\n | TABLE R603.3.2(18) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 280<\/td>\n | TABLE R603.3.2(19) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 281<\/td>\n | TABLE R603.3.2(20) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 282<\/td>\n | TABLE R603.3.2(21) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 283<\/td>\n | TABLE R603.3.2(22) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 284<\/td>\n | TABLE R603.3.2(23) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 285<\/td>\n | TABLE R603.3.2(24) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 286<\/td>\n | TABLE R603.3.2(25) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 287<\/td>\n | TABLE R603.3.2(26) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 288<\/td>\n | TABLE R603.3.2(27) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 289<\/td>\n | TABLE R603.3.2(28) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 290<\/td>\n | TABLE R603.3.2(29) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 291<\/td>\n | TABLE R603.3.2(30) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 3 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 292<\/td>\n | TABLE R603.3.2(31) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 293<\/td>\n | FIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY FIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL <\/td>\n<\/tr>\n | ||||||
| 294<\/td>\n | FIGURE R603.3.5 TRACK SPLICE FIGURE R603.4 CORNER FRAMING <\/td>\n<\/tr>\n | ||||||
| 295<\/td>\n | TABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHT 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 296<\/td>\n | TABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHT 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 297<\/td>\n | TABLE R603.3.2.1(3) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHT 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 298<\/td>\n | TABLE R603.3.2.1(4) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHT 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 299<\/td>\n | FIGURE R603.6(1) BOX BEAM HEADER FIGURE 601.6(2) BACK-TO-BACK HEADER <\/td>\n<\/tr>\n | ||||||
| 300<\/td>\n | FIGURE 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 | ||||||
| 301<\/td>\n | TABLE R603.6(1) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel) <\/td>\n<\/tr>\n | ||||||
| 302<\/td>\n | TABLE R603.6(2) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel) <\/td>\n<\/tr>\n | ||||||
| 303<\/td>\n | TABLE R603.6(3) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel) <\/td>\n<\/tr>\n | ||||||
| 304<\/td>\n | TABLE R603.6(4) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel) <\/td>\n<\/tr>\n | ||||||
| 305<\/td>\n | TABLE R603.6(5) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel) <\/td>\n<\/tr>\n | ||||||
| 306<\/td>\n | TABLE R603.6(6) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel) <\/td>\n<\/tr>\n | ||||||
| 307<\/td>\n | TABLE R603.6(7) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel) <\/td>\n<\/tr>\n | ||||||
| 308<\/td>\n | TABLE R603.6(8) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel) <\/td>\n<\/tr>\n | ||||||
| 309<\/td>\n | TABLE R603.6(9) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel) <\/td>\n<\/tr>\n | ||||||
| 310<\/td>\n | TABLE R603.6(10) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel) <\/td>\n<\/tr>\n | ||||||
| 311<\/td>\n | TABLE R603.6(11) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel) <\/td>\n<\/tr>\n | ||||||
| 312<\/td>\n | TABLE R603.6(12) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel) <\/td>\n<\/tr>\n | ||||||
| 313<\/td>\n | TABLE R603.6(13)B ACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel) <\/td>\n<\/tr>\n | ||||||
| 314<\/td>\n | TABLE R603.6(14) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel) <\/td>\n<\/tr>\n | ||||||
| 315<\/td>\n | TABLE R603.6(15) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel) <\/td>\n<\/tr>\n | ||||||
| 316<\/td>\n | TABLE R603.6(16) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel) <\/td>\n<\/tr>\n | ||||||
| 317<\/td>\n | TABLE R603.6(17) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel) <\/td>\n<\/tr>\n | ||||||
| 318<\/td>\n | TABLE R603.6(18) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel) <\/td>\n<\/tr>\n | ||||||
| 319<\/td>\n | TABLE R603.6(19) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel) <\/td>\n<\/tr>\n | ||||||
| 320<\/td>\n | TABLE R603.6(20) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel) <\/td>\n<\/tr>\n | ||||||
| 321<\/td>\n | TABLE R603.6(21) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel) <\/td>\n<\/tr>\n | ||||||
| 322<\/td>\n | TABLE R603.6(22) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel) <\/td>\n<\/tr>\n | ||||||
| 323<\/td>\n | TABLE R603.6(23) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and ceiling (50 ksi steel) <\/td>\n<\/tr>\n | ||||||
| 324<\/td>\n | TABLE R603.6(24) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel) <\/td>\n<\/tr>\n | ||||||
| 325<\/td>\n | TABLE R603.7(1) TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING TABLE R603.7(2) HEADER TO KING STUD CONNECTION REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 326<\/td>\n | TABLE R603.8 HEAD AND SILL TRACK SPAN Fy = 33 ksi FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN <\/td>\n<\/tr>\n | ||||||
| 327<\/td>\n | FIGURE R603.9.2 CORNER STUD HOLD DOWN DETAIL TABLE R603.9.2(1) MINIMUM PERCENTAGE OF FULL HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLS <\/td>\n<\/tr>\n | ||||||
| 328<\/td>\n | TABLE R603.9.2(2) FULL HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS SECTION R604 WOOD STRUCTURAL PANELS SECTION R605 PARTICLEBOARD SECTION R606 GENERAL MASONRY CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 329<\/td>\n | TABLE R606.5 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n | ||||||
| 330<\/td>\n | TABLE R606.9 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS <\/td>\n<\/tr>\n | ||||||
| 331<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 332<\/td>\n | FIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C <\/td>\n<\/tr>\n | ||||||
| 333<\/td>\n | FIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1, OR D2 <\/td>\n<\/tr>\n | ||||||
| 334<\/td>\n | TABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES <\/td>\n<\/tr>\n | ||||||
| 335<\/td>\n | TABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDING ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1 <\/td>\n<\/tr>\n | ||||||
| 336<\/td>\n | 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 TABLE R606.15.1 MINIMUM CORROSION PROTECTION SECTION R607 UNIT MASONRY <\/td>\n<\/tr>\n | ||||||
| 337<\/td>\n | TABLE R607.1 MORTAR PROPORTIONS SECTION R608 MULTIPLE WYTHE MASONRY <\/td>\n<\/tr>\n | ||||||
| 338<\/td>\n | SECTION R609 GROUTED MASONRY <\/td>\n<\/tr>\n | ||||||
| 339<\/td>\n | TABLE R609.1.1 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION TABLE R609.1.2 GROUT SPACE DIMENSIONS AND POUR HEIGHTS <\/td>\n<\/tr>\n | ||||||
| 340<\/td>\n | SECTION R610 GLASS UNIT MASONRY FIGURE R610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE <\/td>\n<\/tr>\n | ||||||
| 341<\/td>\n | SECTION R611 EXTERIOR CONCRETE WALL CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 342<\/td>\n | TABLE R611.3 DIMENSIONAL REQUIREMENTS FOR WALLS <\/td>\n<\/tr>\n | ||||||
| 343<\/td>\n | FIGURE R611.3(1) FLAT WALL SYSTEM FIGURE R611.3(2) WAFFLE-GRID WALL SYSTEM FIGURE R611.3(3) SCREEN-GRID WALL SYSTEM <\/td>\n<\/tr>\n | ||||||
| 345<\/td>\n | TABLE R611.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS FIGURE R611.5.4(1) LAP SPLICES <\/td>\n<\/tr>\n | ||||||
| 346<\/td>\n | FIGURE R611.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION FIGURE R611.5.4(3) STANDARD HOOKS <\/td>\n<\/tr>\n | ||||||
| 347<\/td>\n | TABLE R611.5.4(2) MAXIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEEL <\/td>\n<\/tr>\n | ||||||
| 348<\/td>\n | FIGURE R611.6(1) ABOVE-GRADE CONCRETE WALL CONSTRUCTION ONE FIGURE R611.6(2) ABOVE-GRADE CONCRETE WALL CONSTRUCTION CONCRETE FIRST-STORY AND LIGHT-FRAMED SECOND-STORY <\/td>\n<\/tr>\n | ||||||
| 349<\/td>\n | FIGURE R611.6(3) ABOVE-GRADE CONCRETE WALL CONSTRUCTION TWO-STORY FIGURE R611.6(4) ABOVE-GRADE CONCRETE WALL SUPPORTED ON MONOLITHIC SLAB-ON GROUND FOOTING <\/td>\n<\/tr>\n | ||||||
| 350<\/td>\n | TABLE R611.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS <\/td>\n<\/tr>\n | ||||||
| 351<\/td>\n | TABLE R611.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLS <\/td>\n<\/tr>\n | ||||||
| 352<\/td>\n | TABLE R611.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLS <\/td>\n<\/tr>\n | ||||||
| 353<\/td>\n | TABLE R611.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS <\/td>\n<\/tr>\n | ||||||
| 354<\/td>\n | EQUATION R611-1 EQUATION R611-2 <\/td>\n<\/tr>\n | ||||||
| 356<\/td>\n | TABLE R611.7(1A) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO-STORY <\/td>\n<\/tr>\n | ||||||
| 357<\/td>\n | TABLE R611.7(1A)\u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO-STORY <\/td>\n<\/tr>\n | ||||||
| 358<\/td>\n | TABLE R611.7(1B) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO-STORY <\/td>\n<\/tr>\n | ||||||
| 359<\/td>\n | TABLE R611.7(1B)\u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO-STORY <\/td>\n<\/tr>\n | ||||||
| 360<\/td>\n | TABLE R611.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE <\/td>\n<\/tr>\n | ||||||
| 361<\/td>\n | TABLE R611.7(1C)\u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO-STORY <\/td>\n<\/tr>\n | ||||||
| 362<\/td>\n | FIGURE R611.7(1) MINIMUM SOLID WALL LENGTH <\/td>\n<\/tr>\n | ||||||
| 363<\/td>\n | FIGURE R611.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL <\/td>\n<\/tr>\n | ||||||
| 364<\/td>\n | TABLE R611.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEETa FIGURE R611.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS <\/td>\n<\/tr>\n | ||||||
| 365<\/td>\n | TABLE R611.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEET <\/td>\n<\/tr>\n | ||||||
| 366<\/td>\n | TABLE R611.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLS <\/td>\n<\/tr>\n | ||||||
| 367<\/td>\n | FIGURE R611.8(1) REINFORCEMENT OF OPENINGS <\/td>\n<\/tr>\n | ||||||
| 368<\/td>\n | FIGURE R611.8(2) LINTEL FOR FLAT WALLS FIGURE R611.8(3) LINTELS FOR WAFFLE-GRID WALLS <\/td>\n<\/tr>\n | ||||||
| 369<\/td>\n | FIGURE R611.8(4) LINTELS FOR SCREEN-GRID WALLS <\/td>\n<\/tr>\n | ||||||
| 371<\/td>\n | TABLE R611.8(1) LINTEL DESIGN LOADING CONDITIONS <\/td>\n<\/tr>\n | ||||||
| 372<\/td>\n | TABLE R611.8(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n | ||||||
| 373<\/td>\n | TABLE R611.8(2)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n | ||||||
| 374<\/td>\n | TABLE R611.8(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n | ||||||
| 375<\/td>\n | TABLE R611.8(3)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n | ||||||
| 376<\/td>\n | TABLE R611.8(4) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n | ||||||
| 377<\/td>\n | TABLE R611.8(4)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n | ||||||
| 378<\/td>\n | TABLE R611.8(5) MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n | ||||||
| 379<\/td>\n | TABLE R611.8(5)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n | ||||||
| 380<\/td>\n | TABLE R611.8(6) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLS MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET <\/td>\n<\/tr>\n | ||||||
| 381<\/td>\n | TABLE R611.8(6)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLS MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET <\/td>\n<\/tr>\n | ||||||
| 382<\/td>\n | TABLE R611.8(7) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLS MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n | ||||||
| 383<\/td>\n | TABLE R611.8(7)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLS MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n | ||||||
| 384<\/td>\n | TABLE R611.8(8) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH THICK SCREEN-GRID LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n | ||||||
| 385<\/td>\n | TABLE R611.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS <\/td>\n<\/tr>\n | ||||||
| 386<\/td>\n | TABLE R611.8(9)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET TABLE R611.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS <\/td>\n<\/tr>\n | ||||||
| 388<\/td>\n | FIGURE R611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n | ||||||
| 389<\/td>\n | TABLE R611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n | ||||||
| 390<\/td>\n | FIGURE R611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL FRAMING PARALLEL <\/td>\n<\/tr>\n | ||||||
| 391<\/td>\n | TABLE R611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n | ||||||
| 392<\/td>\n | FIGURE R611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR <\/td>\n<\/tr>\n | ||||||
| 393<\/td>\n | TABLE R611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n | ||||||
| 394<\/td>\n | FIGURE R611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PARALLEL <\/td>\n<\/tr>\n | ||||||
| 395<\/td>\n | TABLE R611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n | ||||||
| 396<\/td>\n | FIGURE R611.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n | ||||||
| 397<\/td>\n | TABLE R611.9(5) COLD-FORMED STEEL FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n | ||||||
| 398<\/td>\n | FIGURE R611.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n | ||||||
| 399<\/td>\n | TABLE R611.9(6) COLD-FORMED STEEL FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n | ||||||
| 400<\/td>\n | FIGURE R611.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR <\/td>\n<\/tr>\n | ||||||
| 401<\/td>\n | TABLE R611.9(7) COLD-FORMED STEEL FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n | ||||||
| 402<\/td>\n | FIGURE R611.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n | ||||||
| 403<\/td>\n | TABLE R611.9(8) COLD-FORMED STEEL FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n | ||||||
| 404<\/td>\n | FIGURE R611.9(9) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n | ||||||
| 405<\/td>\n | TABLE R611.9(9) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n | ||||||
| 406<\/td>\n | FIGURE R611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL FRAMING PARALLEL <\/td>\n<\/tr>\n | ||||||
| 407<\/td>\n | TABLE R611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n | ||||||
| 408<\/td>\n | FIGURE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n | ||||||
| 409<\/td>\n | TABLE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n | ||||||
| 410<\/td>\n | FIGURE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n | ||||||
| 411<\/td>\n | TABLE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n | ||||||
| 412<\/td>\n | SECTION R612 EXTERIOR WINDOWS AND DOORS FIGURE R612.8(1) THROUGH THE FRAME <\/td>\n<\/tr>\n | ||||||
| 413<\/td>\n | FIGURE R612.8(2) FRAME CLIP FIGURE R612.8(3) THROUGH THE FRAME FIGURE R612.8(4) FRAME CLIP FIGURE R612.8(5) THROUGH THE FLANGE <\/td>\n<\/tr>\n | ||||||
| 414<\/td>\n | FIGURE R612.8(6) THROUGH THE FLANGE FIGURE R612.8(7) FRAME CLIP FIGURE R612.8(8) THROUGH THE FLANGE <\/td>\n<\/tr>\n | ||||||
| 415<\/td>\n | SECTION R613 STRUCTURAL INSULATED PANELWALL CONSTRUCTION TABLE R613.3.1 MINIMUM PROPERTIES FOR POLYURETHANE INSULATION USED AS SIPS CORE <\/td>\n<\/tr>\n | ||||||
| 416<\/td>\n | TABLE R613.3.2 MINIMUM PROPERTIESa FOR WOOD STRUCTURAL PANEL FACING MATERIAL USED IN SIP WALLS FIGURE R613.4 SIP WALL PANEL <\/td>\n<\/tr>\n | ||||||
| 417<\/td>\n | TABLE R613.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP LIGHT-FRAME ROOF ONLY (inches) <\/td>\n<\/tr>\n | ||||||
| 418<\/td>\n | TABLE R613.5(2) MINIMUM THICKNESS FOR SIP WALLS SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF (inches) <\/td>\n<\/tr>\n | ||||||
| 419<\/td>\n | FIGURE R613.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS FIGURE R613.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS <\/td>\n<\/tr>\n | ||||||
| 420<\/td>\n | FIGURE R613.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION FIGURE R613.5(4) SIP WALL TO WALL PLATFORM FRAME CONNECTION <\/td>\n<\/tr>\n | ||||||
| 421<\/td>\n | FIGURE R613.5(5) SIP WALL TO WALL BALLOON FRAME CONNECTION (I-Joist floor shown for Illustration only) FIGURE R613.5.1 SIP WALL FRAMING CONFIGURATION <\/td>\n<\/tr>\n | ||||||
| 422<\/td>\n | FIGURE R613.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT FIGURE R613.8 TYPICAL SIP CONNECTION DETAILS FOR VERTICAL IN-PLANE JOINTS <\/td>\n<\/tr>\n | ||||||
| 423<\/td>\n | FIGURE R613.9 SIP CORNER FRAMING DETAIL TABLE R614.10 MAXIMUM SPANS FOR 117\/8 INCH DEEP SIP HEADERS (feet) <\/td>\n<\/tr>\n | ||||||
| 424<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CALIFORNIA CHAPTER 7 \u2013 WALL COVERINGS <\/td>\n<\/tr>\n | ||||||
| 426<\/td>\n | CHAPTER 7 WALL COVERING SECTION R701 GENERAL SECTION R702 INTERIOR COVERING TABLE R702.1(1) THICKNESS OF PLASTER TABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa <\/td>\n<\/tr>\n | ||||||
| 427<\/td>\n | TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD <\/td>\n<\/tr>\n | ||||||
| 429<\/td>\n | TABLE R702.3.7 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES SECTION R703 EXTERIOR COVERING <\/td>\n<\/tr>\n | ||||||
| 431<\/td>\n | TABLE R703.4 WEATHER\u2013RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n | ||||||
| 432<\/td>\n | TABLE R703.4\u2014continued WEATHER\u2013RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS TABLE R703.5.2 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLS (Dimensions are in inches) <\/td>\n<\/tr>\n | ||||||
| 434<\/td>\n | FIGURE R703.7 MASONRY VENEER WALL DETAILS <\/td>\n<\/tr>\n | ||||||
| 435<\/td>\n | FIGURE R703.7\u2014continued MASONRY VENEER WALL DETAILS <\/td>\n<\/tr>\n | ||||||
| 436<\/td>\n | TABLE R703.7(1 )STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C TABLE R703.7(2) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, WOOD FRAMING, SEISMIC DESIGN CATEGORIES D0, D1 AND D2 <\/td>\n<\/tr>\n | ||||||
| 437<\/td>\n | FIGURE R703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES <\/td>\n<\/tr>\n | ||||||
| 438<\/td>\n | FIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS <\/td>\n<\/tr>\n | ||||||
| 439<\/td>\n | TABLE R703.7.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER FIGURE R703.7.3.2 MASONRY VENEER OPENING <\/td>\n<\/tr>\n | ||||||
| 442<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CALIFORNIA CHAPTER 8 \u2013 ROOF-CEILING CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 444<\/td>\n | CHAPTER 8 ROOF-CEILING CONSTRUCTION SECTION R801 GENERAL SECTION R802 WOOD ROOF FRAMING <\/td>\n<\/tr>\n | ||||||
| 448<\/td>\n | TABLE R802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n | ||||||
| 449<\/td>\n | TABLE R802.4(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n | ||||||
| 450<\/td>\n | TABLE R802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n | ||||||
| 451<\/td>\n | TABLE R802.4(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n | ||||||
| 452<\/td>\n | TABLE R802.5.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n | ||||||
| 453<\/td>\n | TABLE R802.5.1(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n | ||||||
| 454<\/td>\n | TABLE R802.5.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n | ||||||
| 455<\/td>\n | TABLE R802.5.1(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n | ||||||
| 456<\/td>\n | TABLE R802.5.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n | ||||||
| 457<\/td>\n | TABLE R802.5.1(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n | ||||||
| 458<\/td>\n | TABLE R802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n | ||||||
| 459<\/td>\n | TABLE R802.5.1(4)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n | ||||||
| 460<\/td>\n | TABLE R802.5.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n | ||||||
| 461<\/td>\n | TABLE R802.5.1(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n | ||||||
| 462<\/td>\n | TABLE R802.5.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n | ||||||
| 463<\/td>\n | TABLE R802.5.1(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n | ||||||
| 464<\/td>\n | TABLE R802.5.1(7) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n | ||||||
| 465<\/td>\n | TABLE R802.5.1(7)\u2014continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n | ||||||
| 466<\/td>\n | TABLE R802.5.1(8) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n | ||||||
| 467<\/td>\n | TABLE R802.5.1(8)\u2014continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOADa (Ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n | ||||||
| 468<\/td>\n | TABLE R802.5.1(9) RAFTER\/CEILING JOIST HEEL JOINT CONNECTIONS <\/td>\n<\/tr>\n | ||||||
| 469<\/td>\n | FIGURE R802.5.1 BRACED RAFTER CONSTRUCTION TABLE R802.11 REQUIRED STRENGTH OF TRUSS OR RAFTER CONNECTIONS TO RESIST WIND UPLIFT FORCES (Pounds per connection) <\/td>\n<\/tr>\n | ||||||
| 470<\/td>\n | SECTION R803 ROOF SHEATHING TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING SECTION R804 STEEL ROOF FRAMING <\/td>\n<\/tr>\n | ||||||
| 471<\/td>\n | FIGURE R804.1.2 IN-LINE FRAMING TABLE R804.2(1) LOAD-BEARING COLD-FORMED STEEL MEMBER SIZES TABLE R804.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS <\/td>\n<\/tr>\n | ||||||
| 472<\/td>\n | FIGURE R804.2(1) C-SHAPED SECTION FIGURE R804.2(2) TRACK SECTION TABLE R804.2.4 SCREW SUBSTITUTION FACTOR <\/td>\n<\/tr>\n | ||||||
| 473<\/td>\n | FIGURE R804.2.5.1 WEB HOLES FIGURE R804.2.5.3 WEB HOLE PATCH <\/td>\n<\/tr>\n | ||||||
| 474<\/td>\n | FIGURE R804.3 STEEL ROOF CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 475<\/td>\n | TABLE R804.3 ROOF FRAMING FASTENING SCHEDULE <\/td>\n<\/tr>\n | ||||||
| 477<\/td>\n | TABLE R804.3.1.1(1) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE) 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 478<\/td>\n | TABLE R804.3.1.1(2) CEILING JOIST SPANS TWO EQUAL SPANS WITH BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE) 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 479<\/td>\n | TABLE R804.3.1.1(3) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE) 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 480<\/td>\n | TABLE R804.3.1.1(4) CEILING JOIST SPANS TWO EQUAL SPANS WITH BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE) 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 481<\/td>\n | TABLE R804.3.1.1(5) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE) 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 482<\/td>\n | TABLE R804.3.1.1(6) CEILING JOIST SPANS TWO EQUAL SPANS WITHOUT BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE) 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 483<\/td>\n | TABLE R804.3.1.1(7) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE) 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 484<\/td>\n | TABLE R804.3.1.1(8) CEILING JOIST SPANS TWO EQUAL SPANS WITHOUT BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE) 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 485<\/td>\n | FIGURE R804.3.1.1(1) JOIST TO RAFTER CONNECTION TABLE R804.3.1.1(9) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTIONa <\/td>\n<\/tr>\n | ||||||
| 486<\/td>\n | FIGURE R804.3.1.1(2) BEARING STIFFENER FIGURE R804.3.1.4(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPE, TRACK OR COLD-ROLLED CHANNEL <\/td>\n<\/tr>\n | ||||||
| 487<\/td>\n | FIGURE R804.3.1.4(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING FIGURE R804.3.1.5 SPLICED CEILING JOISTS <\/td>\n<\/tr>\n | ||||||
| 488<\/td>\n | TABLE R804.3.2.1(1) ROOF RAFTER SPANS 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 489<\/td>\n | TABLE R804.3.2.1(2) ROOF RAFTER SPANS 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 490<\/td>\n | TABLE R804.3.2.1(3) BASIC WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION FIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS <\/td>\n<\/tr>\n | ||||||
| 491<\/td>\n | TABLE R804.3.2.4 SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR HIP RAFTER TO HIP MEMBER OR ROOF RAFTER TO RIDGE MEMBER CONNECTIONa FIGURE R804.3.2.4 HIP MEMBER OR RIDGE MEMBER CONNECTION <\/td>\n<\/tr>\n | ||||||
| 492<\/td>\n | TABLE R804.3.3.2 HIP MEMBER SIZES, 33 ksi STEEL TABLE R804.3.3.3 HIP SUPPORT COLUMN SIZES SECTION R805 CEILING FINISHES SECTION R806 ROOF VENTILATION <\/td>\n<\/tr>\n | ||||||
| 493<\/td>\n | TABLE R804.3.3.4(1) UPLIFT STRAP CONNECTION REQUIREMENTS HIP SUPPORT COLUMN AT CEILING LINE FIGURE R804.3.3.4(1) JACK RAFTER CONNECTION AT EAVE <\/td>\n<\/tr>\n | ||||||
| 494<\/td>\n | TABLE R804.3.3.4(2) CONNECTION REQUIREMENTS HIP MEMBER TO HIP SUPPORT COLUMN FIGURE R804.3.3.4(2) HIP SUPPORT COLUMN <\/td>\n<\/tr>\n | ||||||
| 495<\/td>\n | TABLE R804.3.3.4(3) UPLIFT STRAP CONNECTION REQUIREMENTS HIP MEMBER TO WALL FIGURE R804.3.3.4(3) HIP CONNECTIONS AT RIDGE <\/td>\n<\/tr>\n | ||||||
| 496<\/td>\n | FIGURE R804.3.3.4(4) HIP CONNECTIONS AT RIDGE AND BOX COLUMN <\/td>\n<\/tr>\n | ||||||
| 497<\/td>\n | FIGURE R804.3.3.4(5) HIP MEMBER CONNECTION AT WALL CORNER FIGURE R804.3.6(1) ROOF OR CEILING OPENING <\/td>\n<\/tr>\n | ||||||
| 498<\/td>\n | FIGURE R804.3.6(2) HEADER TO TRIMMER CONNECTION TABLE R804.3.8(1) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FT <\/td>\n<\/tr>\n | ||||||
| 499<\/td>\n | FIGURE R804.3.8(1) CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL TABLE R804.3.8(2) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED CEILING HEIGHT = 9 OR 10 FT <\/td>\n<\/tr>\n | ||||||
| 500<\/td>\n | FIGURE R804.3.8(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL TABLE R804.3.8(3) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS WOOD STRUCTURAL PANEL SHEATHED CEILING HEIGHT = 8, 9 OR 10 FT <\/td>\n<\/tr>\n | ||||||
| 501<\/td>\n | FIGURE R804.3.8(3) ROOF BLOCKING DETAIL <\/td>\n<\/tr>\n | ||||||
| 502<\/td>\n | SECTION R807 ATTIC ACCESS <\/td>\n<\/tr>\n | ||||||
| 504<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CALIFORNIA CHAPTER 9 \u2013 ROOF ASSEMBLIES <\/td>\n<\/tr>\n | ||||||
| 506<\/td>\n | CHAPTER 9 ROOF ASSEMBLIES SECTION R901 GENERAL SECTION R902 ROOF CLASSIFICATION SECTION R903 WEATHER PROTECTION <\/td>\n<\/tr>\n | ||||||
| 507<\/td>\n | FIGURE R903.5 HAIL EXPOSURE MAP <\/td>\n<\/tr>\n | ||||||
| 508<\/td>\n | SECTION R904 MATERIALS SECTION R905 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n | ||||||
| 509<\/td>\n | TABLE R905.2.4.1(1) CLASSIFICATION OF ASPHALT ROOF SHINGLES PER ASTM D 7158 TABLE R905.2.4.1(2) CLASSIFICATION OF ASPHALT SHINGLES PER ASTM D 3161 <\/td>\n<\/tr>\n | ||||||
| 510<\/td>\n | TABLE R905.2.8.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n | ||||||
| 511<\/td>\n | TABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT <\/td>\n<\/tr>\n | ||||||
| 512<\/td>\n | TABLE R905.6.5 SLATE SHINGLE HEADLAP <\/td>\n<\/tr>\n | ||||||
| 513<\/td>\n | TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS TABLE R905.7.5 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 514<\/td>\n | TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n | ||||||
| 515<\/td>\n | TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS TABLE R905.10.3(1) METAL ROOF COVERINGS STANDARDS <\/td>\n<\/tr>\n | ||||||
| 516<\/td>\n | TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS SECTION R906 ROOF INSULATION TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION <\/td>\n<\/tr>\n | ||||||
| 517<\/td>\n | SECTION R907 REROOFING <\/td>\n<\/tr>\n | ||||||
| 518<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CALIFORNIA CHAPTER 10 \u2013 CHIMNEYS AND FIREPLACES <\/td>\n<\/tr>\n | ||||||
| 520<\/td>\n | CHAPTER 10 CHIMNEYS AND FIREPLACES SECTION R1001 MASONRY FIREPLACES <\/td>\n<\/tr>\n | ||||||
| 521<\/td>\n | TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS <\/td>\n<\/tr>\n | ||||||
| 522<\/td>\n | FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS <\/td>\n<\/tr>\n | ||||||
| 523<\/td>\n | FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES <\/td>\n<\/tr>\n | ||||||
| 524<\/td>\n | SECTION R1002 MASONRY HEATERS SECTION R1003 MASONRY CHIMNEYS <\/td>\n<\/tr>\n | ||||||
| 526<\/td>\n | TABLE R1003.14(1) NET CROSS\u2013SECTIONAL AREA OF ROUND FLUE SIZESa TABLE R1003.14(2) NET CROSS\u2013SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES <\/td>\n<\/tr>\n | ||||||
| 527<\/td>\n | FIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n | ||||||
| 528<\/td>\n | FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES FIGURE R1003.20 CHIMNEY CRICKET <\/td>\n<\/tr>\n | ||||||
| 529<\/td>\n | TABLE R1003.20 CRICKET DIMENSIONS SECTION R1004 FACTORY-BUILT FIREPLACES SECTION R1005 FACTORY-BUILT CHIMNEYS SECTION R1006 EXTERIOR AIR SUPPLY <\/td>\n<\/tr>\n | ||||||
| 530<\/td>\n | PART IV\u2014ENERGY CONSERVATION <\/td>\n<\/tr>\n | ||||||
| 532<\/td>\n | PART V\u2014MECHANICAL <\/td>\n<\/tr>\n | ||||||
| 534<\/td>\n | PART VI\u2014FUEL GAS <\/td>\n<\/tr>\n | ||||||
| 536<\/td>\n | PART VII\u2014PLUMBING <\/td>\n<\/tr>\n | ||||||
| 538<\/td>\n | PART VIII\u2014ELECTRICAL <\/td>\n<\/tr>\n | ||||||
| 540<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CALIFORNIA CHAPTER 44 \u2013 REFERENCED STANDARDS <\/td>\n<\/tr>\n | ||||||
| 542<\/td>\n | PART IX\u2014REFERENCED STANDARDS CHAPTER 44 REFERENCED STANDARDS AAMA ACI ACCA <\/td>\n<\/tr>\n | ||||||
| 543<\/td>\n | AFPA AISI AITC ANSI <\/td>\n<\/tr>\n | ||||||
| 544<\/td>\n | APA APSP <\/td>\n<\/tr>\n | ||||||
| 545<\/td>\n | ASCE\/SEI ASHRAE ASME <\/td>\n<\/tr>\n | ||||||
| 546<\/td>\n | ASSE <\/td>\n<\/tr>\n | ||||||
| 547<\/td>\n | ASTM <\/td>\n<\/tr>\n | ||||||
| 555<\/td>\n | AWPA AWS AWWA CGSB <\/td>\n<\/tr>\n | ||||||
| 556<\/td>\n | CISPI CPA CPSC CSA <\/td>\n<\/tr>\n | ||||||
| 557<\/td>\n | CSSB DASMA <\/td>\n<\/tr>\n | ||||||
| 558<\/td>\n | DOC DOTn FEMA FM GA <\/td>\n<\/tr>\n | ||||||
| 559<\/td>\n | HPVA ICC ISO MSS NAIMA NCMA <\/td>\n<\/tr>\n | ||||||
| 560<\/td>\n | NFPA <\/td>\n<\/tr>\n | ||||||
| 561<\/td>\n | NFRC <\/td>\n<\/tr>\n | ||||||
| 562<\/td>\n | NSF PCA SFM SMACNA TMS <\/td>\n<\/tr>\n | ||||||
| 563<\/td>\n | TPI UBC UL <\/td>\n<\/tr>\n | ||||||
| 564<\/td>\n | ULC US-FTC WDMA <\/td>\n<\/tr>\n | ||||||
| 566<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX A \u2013 SIZING AND CAPACITIES OF GAS PIPING <\/td>\n<\/tr>\n | ||||||
| 568<\/td>\n | APPENDIX A SIZING AND CAPACITIES OF GAS PIPING A.1 GENERAL PIPING CONSIDERATIONS A.2 DESCRIPTION OF TABLES <\/td>\n<\/tr>\n | ||||||
| 569<\/td>\n | TABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES <\/td>\n<\/tr>\n | ||||||
| 570<\/td>\n | TABLE A.2.2\u2014continue dEQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES <\/td>\n<\/tr>\n | ||||||
| 571<\/td>\n | TABLE A.2.4 MULTIPLIERS TO BE USED WITH TABLES G2413.4(1) THROUGH G2413.4(8) WHERE THE SPECIFIC GRAVITY OF THE GAS IS OTHER THAN 0.60 A.3 USE OF CAPACITY TABLES <\/td>\n<\/tr>\n | ||||||
| 573<\/td>\n | TABLE A.3.4 THOUSANDS OF Btu\/h (MBH) OF NATURAL GAS PER 100 FEET OF PIPE AT VARIOUS PRESSURE DROPS AND PIPE DIAMETERS A.4 USE OF SIZING EQUATIONS A.5 PIPE AND TUBE DIAMETERS <\/td>\n<\/tr>\n | ||||||
| 574<\/td>\n | TABLE A.5.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES TABLE A.5.2 COPPER TUBE STANDARD SIZES A.6 USE OF SIZING CHARTS <\/td>\n<\/tr>\n | ||||||
| 575<\/td>\n | FIGURE A.6(a) CAPACITY OF NATURAL GAS PIPING, LOW PRESSURE (0.60 WC) FIGURE A.6 (b) CAPACITY OF NATURAL GAS PIPING, HIGH PRESSURE (1.5 psi and above) <\/td>\n<\/tr>\n | ||||||
| 576<\/td>\n | A.7 EXAMPLES OF PIPING SYSTEM DESIGN AND SIZING FIGURE A.7.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM FIGURE A.7.2 PIPING PLAN SHOWING A CSST SYSTEM <\/td>\n<\/tr>\n | ||||||
| 577<\/td>\n | FIGURE A.7.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM <\/td>\n<\/tr>\n | ||||||
| 578<\/td>\n | FIGURE A.7.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM <\/td>\n<\/tr>\n | ||||||
| 580<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX B \u2013 SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES, AND APPLIANCES LISTED FOR USE WITH TYPE B VENTS <\/td>\n<\/tr>\n | ||||||
| 582<\/td>\n | APPENDIX B SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES, AND APPLIANCES LISTED FOR USE WITH TYPE B VENTS EXAMPLES USING SINGLE APPLIANCE VENTING TABLES FIGURE B-1 TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A TYPE B DOUBLE-WALL VENT FIGURE B-2 TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A SINGLE-WALL METAL VENT CONNECTOR <\/td>\n<\/tr>\n | ||||||
| 583<\/td>\n | FIGURE B-3 VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A MASONRY CHIMNEY OF TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE B-4 VENT SYSTEM SERVING A SINGLE APPLIANCE USING A MASONRY CHIMNEY AND A SINGLE-WALL METAL VENT CONNECTOR FIGURE B-5 ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING A SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE FIGURE B-6 VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND TYPE B DOUBLE-WALL VENT CONNECTOR <\/td>\n<\/tr>\n | ||||||
| 584<\/td>\n | FIGURE B-7 VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND SINGLE-WALL METAL VENT CONNECTORS FIGURE B-8 MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE B-9 MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH SINGLE-WALL METAL VENT CONNECTORS FIGURE B-10 ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING TWO OR MORE DRAFT-HOOD-EQUIPPED APPLIANCES <\/td>\n<\/tr>\n | ||||||
| 585<\/td>\n | FIGURE B-11 USE OF MANIFOLD COMMON VENT CONNECTOR FIGURE B-12 USE OF OFFSET COMMON VENT FIGURE B-13 MULTISTORY GAS VENT DESIGN PROCEDURE FOR EACH SEGMENT OF SYSTEM FIGURE B-14 MULTISTORY VENT SYSTEMS <\/td>\n<\/tr>\n | ||||||
| 586<\/td>\n | FIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE <\/td>\n<\/tr>\n | ||||||
| 587<\/td>\n | EXAMPLES USING COMMON VENTING TABLES FIGURE B-17 (EXAMPLE 4) COMMON VENTING TWO DRAFT-HOOD-EQUIPPED APPLIANCES FIGURE B-18 (EXAMPLE 5A) COMMON VENTING A DRAFT HOOD WITH A FAN-ASSISTED FURNACE INTO A TYPE B DOUBLE-WALL COMMON VENT <\/td>\n<\/tr>\n | ||||||
| 589<\/td>\n | TABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa <\/td>\n<\/tr>\n | ||||||
| 590<\/td>\n | FIGURE B-19 <\/td>\n<\/tr>\n | ||||||
| 592<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX C \u2013 EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS <\/td>\n<\/tr>\n | ||||||
| 594<\/td>\n | APPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS FIGURE C-1 EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS <\/td>\n<\/tr>\n | ||||||
| 596<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX D \u2013 RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION <\/td>\n<\/tr>\n | ||||||
| 598<\/td>\n | APPENDIX D RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION <\/td>\n<\/tr>\n | ||||||
| 600<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX E \u2013 MANUFACTURED HOUSING USED AS DWELLINGS <\/td>\n<\/tr>\n | ||||||
| 602<\/td>\n | APPENDIX E MANUFACTURED HOUSING USED AS DWELLINGS SECTION AE101 SCOPE SECTION AE102 APPLICATION TO EXISTING MANUFACTURED HOMES AND BUILDING SERVICE EQUIPMENT <\/td>\n<\/tr>\n | ||||||
| 603<\/td>\n | SECTION AE201 DEFINITIONS SECTION AE301 PERMITS SECTION AE302 APPLICATION FOR PERMIT <\/td>\n<\/tr>\n | ||||||
| 604<\/td>\n | SECTION AE303 PERMITS ISSUANCE SECTION AE304 FEES <\/td>\n<\/tr>\n | ||||||
| 605<\/td>\n | SECTION AE305 INSPECTIONS <\/td>\n<\/tr>\n | ||||||
| 606<\/td>\n | SECTION AE306 SPECIAL INSPECTIONS SECTION AE307 UTILITY SERVICE SECTION AE401 OCCUPANCY CLASSIFICATION SECTION AE402 LOCATION ON PROPERTY SECTION AE501 DESIGN <\/td>\n<\/tr>\n | ||||||
| 607<\/td>\n | SECTION AE502 FOUNDATION SYSTEMS SECTION AE503 SKIRTING AND PERIMETER ENCLOSURES SECTION AE504 STRUCTURAL ADDITIONS SECTION AE505 BUILDING SERVICE EQUIPMENT <\/td>\n<\/tr>\n | ||||||
| 608<\/td>\n | SECTION AE506 EXITS SECTION AE507 OCCUPANCY, FIRE SAFETY AND ENERGY CONSERVATION STANDARDS SECTION AE600 SPECIAL REQUIREMENTS FOR FOUNDATION SYSTEMS SECTION AE601 FOOTINGS AND FOUNDATIONS SECTION AE602 PIER CONSTRUCTION SECTION AE603 HEIGHT OF PIERS SECTION AE604 ANCHORAGE INSTALLATIONS <\/td>\n<\/tr>\n | ||||||
| 609<\/td>\n | SECTION AE605 TIES, MATERIALS AND INSTALLATION SECTION AE606 REFERENCED STANDARDS <\/td>\n<\/tr>\n | ||||||
| 610<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX F \u2013 RADON CONTROL METHODS <\/td>\n<\/tr>\n | ||||||
| 612<\/td>\n | APPENDIX F RADON CONTROL METHODS SECTION AF101 SCOPE SECTION AF102 DEFINITIONS SECTION AF103 REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 615<\/td>\n | FIGURE AF101 EPA MAP OF RADON ZONES <\/td>\n<\/tr>\n | ||||||
| 616<\/td>\n | TABLE AF101(1) HIGH RADON POTENTIAL (ZONE 1) COUNTIESa <\/td>\n<\/tr>\n | ||||||
| 617<\/td>\n | TABLE AF101(1)\u2014continued HIGH RADON POTENTIAL (ZONE 1) COUNTIESa <\/td>\n<\/tr>\n | ||||||
| 618<\/td>\n | FIGURE AF102 RADON-RESISTANT CONSTRUCTION DETAILS FOR FOUR FOUNDATION TYPES <\/td>\n<\/tr>\n | ||||||
| 620<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX G \u2013 SWIMMING POOLS, SPAS AND HOT TUBS <\/td>\n<\/tr>\n | ||||||
| 622<\/td>\n | APPENDIX G SWIMMING POOLS, SPAS AND HOT TUBS SECTION AG101 GENERAL SECTION AG102 DEFINITIONS SECTION AG103 SWIMMING POOLS SECTION AG104 SPAS AND HOT TUBS SECTION AG105 BARRIER REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 624<\/td>\n | SECTION AG106 ENTRAPMENT PROTECTION FOR SWIMMING POOL AND SPA SUCTION OUTLETS SECTION AG107 ABBREVIATIONS SECTION AG108 STANDARDS <\/td>\n<\/tr>\n | ||||||
| 626<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX H \u2013 PATIO COVERS <\/td>\n<\/tr>\n | ||||||
| 628<\/td>\n | APPENDIX H PATIO COVERS SECTION AH101 GENERAL SECTION AH102 DEFINITION SECTION AH103 PERMITTED USES SECTION AH104 DESIGN LOADS SECTION AH105 LIGHT AND VENTILATION\/EMERGENCY EGRESS SECTION AH106 FOOTINGS SECTION AH107 SPECIAL PROVISIONS FOR ALUMINUM SCREEN ENCLOSURES IN HURRICANE-PRONE REGIONS <\/td>\n<\/tr>\n | ||||||
| 629<\/td>\n | TABLE AH107.4(1) DESIGN WIND PRESSURES FOR ALUMINUM SCREEN ENCLOSURE FRAMING WITH AN IMPORTANCE FACTOR OF 0.77 TABLE AH107.4(2) HEIGHT ADJUSTMENT FACTORS <\/td>\n<\/tr>\n | ||||||
| 630<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX I \u2013 PRIVATE SEWAGE DISPOSAL <\/td>\n<\/tr>\n | ||||||
| 632<\/td>\n | APPENDIX I PRIVATE SEWAGE DISPOSAL SECTION AI101 GENERAL <\/td>\n<\/tr>\n | ||||||
| 634<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX J \u2013 EXISTING BUILDINGS AND STRUCTURES <\/td>\n<\/tr>\n | ||||||
| 636<\/td>\n | APPENDIX J EXISTING BUILDINGS AND STRUCTURES SECTION AJ101 PURPOSE AND INTENT SECTION AJ102 COMPLIANCE SECTION AJ103 PRELIMINARY MEETING SECTION AJ104 EVALUATION OF AN EXISTING BUILDING <\/td>\n<\/tr>\n | ||||||
| 637<\/td>\n | SECTION AJ105 PERMIT SECTION AJ201 DEFINITIONS SECTION AJ301 REPAIRS <\/td>\n<\/tr>\n | ||||||
| 638<\/td>\n | SECTION AJ401 RENOVATIONS SECTION AJ501 ALTERATIONS <\/td>\n<\/tr>\n | ||||||
| 639<\/td>\n | SECTION AJ601 RECONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 640<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX K \u2013 SOUND TRANSMISSION <\/td>\n<\/tr>\n | ||||||
| 642<\/td>\n | APPENDIX K SOUND TRANSMISSION SECTION AK101 GENERAL SECTION AK102 AIR-BORNE SOUND SECTION AK103 STRUCTURAL-BORNE SOUND SECTION AK104 REFERENCED STANDARDS <\/td>\n<\/tr>\n | ||||||
| 644<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX L \u2013 PERMIT FEES <\/td>\n<\/tr>\n | ||||||
| 646<\/td>\n | APPENDIX L PERMIT FEES <\/td>\n<\/tr>\n | ||||||
| 648<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX M \u2013 HOME DAY CARE\u2014R-3 OCCUPANCY <\/td>\n<\/tr>\n | ||||||
| 650<\/td>\n | APPENDIX M HOME DAY CARE\u2014R-3 OCCUPANCY <\/td>\n<\/tr>\n | ||||||
| 652<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX N \u2013 VENTING METHODS <\/td>\n<\/tr>\n | ||||||
| 654<\/td>\n | APPENDIX N VENTING METHODS FIGURE N1 TYPICAL SINGLE-BATH WET-VENT ARRANGEMENTS <\/td>\n<\/tr>\n | ||||||
| 655<\/td>\n | FIGURE N2 TYPICAL DOUBLE-BATH WET-VENT ARRANGEMENTS <\/td>\n<\/tr>\n | ||||||
| 656<\/td>\n | FIGURE N3 TYPICAL HORIZONTAL WET VENTING <\/td>\n<\/tr>\n | ||||||
| 657<\/td>\n | FIGURE N4 TYPICAL METHODS OF WET VENTING <\/td>\n<\/tr>\n | ||||||
| 658<\/td>\n | FIGURE N5 SINGLE STACK SYSTEM FOR A TWO-STORY DWELLING <\/td>\n<\/tr>\n | ||||||
| 659<\/td>\n | FIGURE N6 WASTE STACK VENTING <\/td>\n<\/tr>\n | ||||||
| 660<\/td>\n | FIGURE N7 CIRCUIT VENT WITH ADDITIONAL NONCIRCUIT VENTED BRANCH <\/td>\n<\/tr>\n | ||||||
| 662<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX O \u2013 GRAY WATER RECYCLING SYSTEMS <\/td>\n<\/tr>\n | ||||||
| 664<\/td>\n | APPENDIX O GRAY WATER RECYCLING SYSTEMS SECTION AO101 GENERAL SECTION AO102 SYSTEMS FOR FLUSHING WATER CLOSETS AND URINALS <\/td>\n<\/tr>\n | ||||||
| 665<\/td>\n | FIGURE AO101.1(1) GRAY WATER RECYCLING SYSTEM FOR FLUSHING WATER CLOSETS AND URINALS FIGURE AO101.1(2) GRAY WATER RECYCLING SYSTEM FOR SUBSURFACE LANDSCAPE IRRIGATION <\/td>\n<\/tr>\n | ||||||
| 666<\/td>\n | SECTION AO103 SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS EQUATION AO-1 <\/td>\n<\/tr>\n | ||||||
| 667<\/td>\n | TABLE AO103.8 LOCATION OF GRAY WATER SYSTEM TABLE AO103.9.1 DESIGN LOADING RATE <\/td>\n<\/tr>\n | ||||||
| 668<\/td>\n | TABLE AO103.10 DISTRIBUTION PIPE <\/td>\n<\/tr>\n | ||||||
| 670<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX P \u2013 SIZING OF WATER PIPING SYSTEM <\/td>\n<\/tr>\n | ||||||
| 672<\/td>\n | APPENDIX P SIZING OF WATER PIPING SYSTEM SECTION AP101 GENERAL SECTION AP102 INFORMATION REQUIRED SECTION AP103 SELECTION OF PIPE SIZE <\/td>\n<\/tr>\n | ||||||
| 676<\/td>\n | TABLE AP.1 TABLE AP.2 <\/td>\n<\/tr>\n | ||||||
| 677<\/td>\n | FIGURE AP103.3(1) EXAMPLE-SIZING <\/td>\n<\/tr>\n | ||||||
| 678<\/td>\n | TABLE AP103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS <\/td>\n<\/tr>\n | ||||||
| 679<\/td>\n | TABLE AP103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa <\/td>\n<\/tr>\n | ||||||
| 680<\/td>\n | TABLE AP103.3(3) TABLE FOR ESTIMATING DEMAND <\/td>\n<\/tr>\n | ||||||
| 681<\/td>\n | TABLE AP103.3(3)\u2014continued TABLE FOR ESTIMATING DEMAND TABLE AP103.3(4) LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH (psi) <\/td>\n<\/tr>\n | ||||||
| 682<\/td>\n | TABLE AP103.3(5) ALLOWANCE IN EQUIVALENT LENGTHS OF PIPE FOR FRICTION LOSS IN VALVES AND THREADED FITTINGS (feet) TABLE AP103.3(6) PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEa (feet) <\/td>\n<\/tr>\n | ||||||
| 683<\/td>\n | FIGURE AP103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B 88 COPPER TUBING) <\/td>\n<\/tr>\n | ||||||
| 684<\/td>\n | FIGURE AP103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B 88 COPPER TUBING) <\/td>\n<\/tr>\n | ||||||
| 685<\/td>\n | FIGURE AP103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B 88 COPPER TUBING) <\/td>\n<\/tr>\n | ||||||
| 686<\/td>\n | FIGURE AP103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa <\/td>\n<\/tr>\n | ||||||
| 687<\/td>\n | FIGURE AP103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa <\/td>\n<\/tr>\n | ||||||
| 688<\/td>\n | FIGURE AP103.3(7) FRICTION LOSS IN FAIRLY ROUGH PIPEa <\/td>\n<\/tr>\n | ||||||
| 689<\/td>\n | SECTION AP201 SELECTION OF PIPE SIZE <\/td>\n<\/tr>\n | ||||||
| 690<\/td>\n | TABLE AP201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.) <\/td>\n<\/tr>\n | ||||||
| 691<\/td>\n | TABLE AP201.1\u2014continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.) <\/td>\n<\/tr>\n | ||||||
| 692<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX Q \u2013 ICC INTERNATIONAL RESIDENTIAL CODE ELECTRICAL PROVISIONS\/NATIONAL ELECTRICAL CODE CROSS-REFERENCE <\/td>\n<\/tr>\n | ||||||
| 694<\/td>\n | APPENDIX Q ICC INTERNATIONAL RESIDENTIAL CODE ELECTRICAL PROVISIONS\/NATIONAL ELECTRICAL CODE CROSS-REFERENCE <\/td>\n<\/tr>\n | ||||||
| 708<\/td>\n | CALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX R \u2013 AREAS PROTECTED BY THE FACILITIES OF THE CENTRAL VALLEY FLOOD PROTECTION PLAN <\/td>\n<\/tr>\n | ||||||
| 710<\/td>\n | APPENDIX R AREAS PROTECTED BY THE FACILITIES OF THE CENTRAL VALLEY FLOOD PROTECTION PLAN TABLE R301.2(1) REVISION <\/td>\n<\/tr>\n | ||||||
| 713<\/td>\n | FIGURE K103.1 <\/td>\n<\/tr>\n | ||||||
| 714<\/td>\n | FIGURE K103.1 continued <\/td>\n<\/tr>\n | ||||||
| 716<\/td>\n | HISTORY NOTE APPENDIX <\/td>\n<\/tr>\n | ||||||
| 718<\/td>\n | INDEX <\/td>\n<\/tr>\n | ||||||
| 724<\/td>\n | I-CODE TOOLS FOR YOUR 2010 CALIFORNIA CODE <\/td>\n<\/tr>\n | ||||||
| 725<\/td>\n | MUST-HAVE TOOLS FOR YOUR RESIDENTIAL CODE <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" California Residential Code, Title 24, Part 2.5<\/b><\/p>\n |