{"id":136061,"date":"2024-10-19T07:50:52","date_gmt":"2024-10-19T07:50:52","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/ca-la-county-residential-code-2011\/"},"modified":"2024-10-25T00:01:06","modified_gmt":"2024-10-25T00:01:06","slug":"ca-la-county-residential-code-2011","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/ca\/ca-la-county-residential-code-2011\/","title":{"rendered":"CA LA County Residential Code 2011"},"content":{"rendered":"

This package includes 2011 County of Los Angeles Residential Amendment pages, the 2010 California Residential Code (Title 24, Part 2.5), and a custom binder to house the integrated cod<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2011 COUNTY OF LOS ANGELES RESIDENTIAL CODE LOS ANGELES COUNTY CODE TITLE 30 BASED ON THE 2010 CRC AND 2009 IRC\u00ae <\/td>\n<\/tr>\n
2<\/td>\nCOUNTY OF LOS ANGELES 2011 RESIDENTIAL CODE ADOPTING BY REFERENCE PORTIONS OF THE 2010 EDITION CALIFORNIA RESIDENTIAL CODE TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE
ACKNOWLEDGMENTS <\/td>\n<\/tr>\n
6<\/td>\nPREFACE TO THE COUNTY OF LOS ANGELES AMENDMENTS <\/td>\n<\/tr>\n
8<\/td>\nCOUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS <\/td>\n<\/tr>\n
10<\/td>\nHOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS <\/td>\n<\/tr>\n
12<\/td>\nCALIFORNIA MATRIX ADOPTION TABLES <\/td>\n<\/tr>\n
14<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
18<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 1 \u2013 SCOPE AND APPLICATION <\/td>\n<\/tr>\n
20<\/td>\nCHAPTER 1 ADMINISTRATION
SECTION R100 ADOPTION BY REFERENCE
SECTION R101 TITLE, PURPOSE AND INTENT <\/td>\n<\/tr>\n
22<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLEC ALIFORNIA CHAPTER 2 \u2013 DEFINITIONS <\/td>\n<\/tr>\n
23<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CALIFORNIA CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
24<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CALIFORNIA CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
25<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CALIFORNIA CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
26<\/td>\nPART II\u2014DEFINITIONS
CHAPTER 2 DEFINITIONS
SECTION R201 GENERAL
SECTION R202 DEFINITIONS <\/td>\n<\/tr>\n
36<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CALIFORNIA CHAPTER 3 \u2013 BUILDING PLANNING <\/td>\n<\/tr>\n
37<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CALIFORNIA CHAPTER 3 \u2013 BUILDING PLANNING\u2014continued <\/td>\n<\/tr>\n
38<\/td>\nPART III\u2014BUILDING PLANNING AND CONSTRUCTION
CHAPTER 3 BUILDING PLANNING
SECTION R301 DESIGN CRITERIA <\/td>\n<\/tr>\n
40<\/td>\nTABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA <\/td>\n<\/tr>\n
41<\/td>\nTABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (psf) <\/td>\n<\/tr>\n
42<\/td>\nTABLE 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
43<\/td>\nFIGURE R301.2(1) ISOLINES OF THE 971\/2 PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES ( F) <\/td>\n<\/tr>\n
44<\/td>\nFIGURE R301.2(2) SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
45<\/td>\nFIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
46<\/td>\nFIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
47<\/td>\nFIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
48<\/td>\nFIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
49<\/td>\nFIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETE <\/td>\n<\/tr>\n
50<\/td>\nFIGURE R301.2(4) BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL <\/td>\n<\/tr>\n
51<\/td>\nFIGURE R301.2(4)\u2014continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL <\/td>\n<\/tr>\n
52<\/td>\nFIGURE R301.2(4)\u2014continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL <\/td>\n<\/tr>\n
53<\/td>\nFIGURE R301.2(4)\u2014continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL <\/td>\n<\/tr>\n
54<\/td>\nFIGURE R301.2(4)\u2014continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL <\/td>\n<\/tr>\n
55<\/td>\nFIGURE R301.2(5) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb\/ft2) <\/td>\n<\/tr>\n
56<\/td>\nFIGURE R301.2(5)\u2014continued GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb\/ft2) <\/td>\n<\/tr>\n
57<\/td>\nFIGURE R301.2(6) TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
58<\/td>\nFIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES <\/td>\n<\/tr>\n
59<\/td>\nTABLE R301.2.1.3 EQUIVALENT BASIC WIND SPEEDSa <\/td>\n<\/tr>\n
60<\/td>\nTABLE 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
61<\/td>\nFIGURE 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
62<\/td>\nTABLE R301.2.2.2.1 WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOADa <\/td>\n<\/tr>\n
64<\/td>\nTABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) <\/td>\n<\/tr>\n
65<\/td>\nTABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION
TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
SECTION R302 FIRE-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
66<\/td>\nTABLE R302.1(1) EXTERIOR WALLS\u2013DWELLINGS AND ACCESSORY BUILDINGS WITHOUT AUTOMATIC RESIDENTIAL FIRE SPRINKLER PROTECTION <\/td>\n<\/tr>\n
67<\/td>\nTABLE R302.1(2) EXTERIOR WALLS\u2013DWELLINGS AND ACCESSORY BUILDINGS WITH AUTOMATIC RESIDENTIAL FIRE SPRINKLER PROTECTION <\/td>\n<\/tr>\n
68<\/td>\nTABLE R302.6 DWELLING\/GARAGE AND\/OR CARPORT SEPARATION <\/td>\n<\/tr>\n
70<\/td>\nSECTION R303 LIGHT, VENTILATION AND HEATING <\/td>\n<\/tr>\n
71<\/td>\nSECTION R304 MINIMUM ROOM AREAS <\/td>\n<\/tr>\n
72<\/td>\nSECTION R305 CEILING HEIGHT
SECTION R306 SANITATION
SECTION R307 TOILET, BATH AND SHOWER SPACES
SECTION R308 GLAZING <\/td>\n<\/tr>\n
73<\/td>\nTABLE R308.3.1(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201
TABLE R308.3.1(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 <\/td>\n<\/tr>\n
75<\/td>\nSECTION R309 GARAGES AND CARPORTS
SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS <\/td>\n<\/tr>\n
76<\/td>\nSECTION R311 MEANS OF EGRESS <\/td>\n<\/tr>\n
79<\/td>\nSECTION R312 GUARDS
SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
80<\/td>\nTABLE R313.3.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED <\/td>\n<\/tr>\n
82<\/td>\nEQUATION 29-1 <\/td>\n<\/tr>\n
84<\/td>\nTABLE R313.3.6.2(2) MINIMUM WATER METER PRESSURE LOSS (PLm)
TABLE R313.3.6.2(3) ELEVATION LOSS (PLe) <\/td>\n<\/tr>\n
85<\/td>\nTABLE R313.3.6.2(4) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH TYPE M COPPER WATER TUBING <\/td>\n<\/tr>\n
86<\/td>\nTABLE R313.3.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING <\/td>\n<\/tr>\n
87<\/td>\nTABLE R313.3.6.2(6) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH CPVC PIPE <\/td>\n<\/tr>\n
88<\/td>\nTABLE R313.3.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE <\/td>\n<\/tr>\n
89<\/td>\nTABLE R313.3.6.2(8) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH PEX TUBING <\/td>\n<\/tr>\n
90<\/td>\nTABLE R313.3.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX TUBING <\/td>\n<\/tr>\n
91<\/td>\nSECTION R314 SMOKE ALARMS <\/td>\n<\/tr>\n
93<\/td>\nSECTION R315 CARBON MONOXIDE ALARMS <\/td>\n<\/tr>\n
94<\/td>\nSECTION R316 FOAM PLASTIC <\/td>\n<\/tr>\n
96<\/td>\nSECTION R317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY <\/td>\n<\/tr>\n
97<\/td>\nSECTION R318 PROTECTION AGAINST SUBTERRANEAN TERMITES <\/td>\n<\/tr>\n
98<\/td>\nSECTION R319 SITE ADDRESS
SECTION R320 ACCESSIBILITY
SECTION R321 ELEVATORS AND PLATFORM LIFTS
SECTION R322 FLOOD-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
101<\/td>\nSECTION 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
104<\/td>\nSECTION R326 LARGE FAMILY DAY-CARE HOMES <\/td>\n<\/tr>\n
105<\/td>\nSECTION R327 MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE
SECTION R327.1 SCOPE, PURPOSE AND APPLICATION <\/td>\n<\/tr>\n
107<\/td>\nSECTION R327.2 DEFINITIONS
SECTION R327.3 STANDARDS OF QUALITY <\/td>\n<\/tr>\n
108<\/td>\nSECTION R327.4 IGNITION RESISTANT CONSTRUCTION
SECTION R327.5 ROOFING <\/td>\n<\/tr>\n
109<\/td>\nSECTION R327.6 VENTS
SFM-SECTION R327.7 EXTERIOR COVERING <\/td>\n<\/tr>\n
111<\/td>\nSECTION R327.8 EXTERIOR WINDOWS AND DOORS <\/td>\n<\/tr>\n
112<\/td>\nSECTION R327.9 DECKING
SECTION R327.10 ACCESSORY STRUCTURES
SECTION R328 ELECTRIC VEHICLE <\/td>\n<\/tr>\n
114<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CALIFORNIA CHAPTER 4 \u2013 FOUNDATIONS <\/td>\n<\/tr>\n
116<\/td>\nCHAPTER 4 FOUNDATIONS
SECTION R401 GENERAL
TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa <\/td>\n<\/tr>\n
117<\/td>\nSECTION R402 MATERIALS
TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE <\/td>\n<\/tr>\n
118<\/td>\nSECTION R403 FOOTINGS
TABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS (inches)a <\/td>\n<\/tr>\n
119<\/td>\nFIGURE R403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS <\/td>\n<\/tr>\n
120<\/td>\nFIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION <\/td>\n<\/tr>\n
121<\/td>\nFIGURE 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
122<\/td>\nFIGURE R403.1.5 STEPPED FOOTING <\/td>\n<\/tr>\n
123<\/td>\nFIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES <\/td>\n<\/tr>\n
126<\/td>\nSECTION R404 FOUNDATION AND RETAINING WALLS <\/td>\n<\/tr>\n
127<\/td>\nFIGURE R403.3(1) INSULATION PLACEMENT FOR FROST PROTECTED FOOTINGS IN HEATED BUILDINGS
TABLE R403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGSa <\/td>\n<\/tr>\n
128<\/td>\nFIGURE R403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD <\/td>\n<\/tr>\n
129<\/td>\nTABLE R403.3(2) AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
130<\/td>\nTABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
131<\/td>\nTABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
132<\/td>\nTABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
133<\/td>\nFIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE <\/td>\n<\/tr>\n
134<\/td>\nFIGURE 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
135<\/td>\nFIGURE R403.4(1) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL BEARING ON CRUSHED STONE
FIGURE R403.4(2) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL ON SPREAD FOOTING <\/td>\n<\/tr>\n
136<\/td>\nTABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLS <\/td>\n<\/tr>\n
137<\/td>\nTABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 5 INCHES <\/td>\n<\/tr>\n
138<\/td>\nTABLE R404.1.1(3) 10-INCH FOUNDATION WALLS WITH REINFORCING WHERE d > 6.75 INCHES <\/td>\n<\/tr>\n
139<\/td>\nTABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 8.75 INCHES <\/td>\n<\/tr>\n
140<\/td>\nTABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLS
TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
141<\/td>\nTABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
142<\/td>\nTABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
143<\/td>\nTABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
144<\/td>\nTABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
145<\/td>\nTABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
146<\/td>\nTABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10-INCH AND 12-INCH NOMINAL FLAT BASEMENT WALLS <\/td>\n<\/tr>\n
147<\/td>\nTABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEEL <\/td>\n<\/tr>\n
148<\/td>\nTABLE R404.1.2(9)\u2014continued MINIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEEL <\/td>\n<\/tr>\n
152<\/td>\nFIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS <\/td>\n<\/tr>\n
154<\/td>\nTABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure) <\/td>\n<\/tr>\n
155<\/td>\nSECTION R405 FOUNDATION DRAINAGE
TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM <\/td>\n<\/tr>\n
156<\/td>\nSECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING <\/td>\n<\/tr>\n
157<\/td>\nSECTION R407 COLUMNS
SECTION R408 UNDER-FLOOR SPACE <\/td>\n<\/tr>\n
160<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CALIFORNIA CHAPTER 5 \u2013 FLOORS <\/td>\n<\/tr>\n
162<\/td>\nCHAPTER 5 FLOORS
SECTION R501 GENERAL
SECTION R502 WOOD FLOOR FRAMING <\/td>\n<\/tr>\n
163<\/td>\nFIGURE R502.2 FLOOR CONSTRUCTION <\/td>\n<\/tr>\n
164<\/td>\nTABLE 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
166<\/td>\nTABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L\/\u00ce\u201d = 360)a <\/td>\n<\/tr>\n
167<\/td>\nTABLE 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
168<\/td>\nTABLE R502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLYa, b, c, f, g, h (Floor Live Load 40 psf, Roof Live Load 20 psf)
TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONY <\/td>\n<\/tr>\n
169<\/td>\nTABLE R502.5(1) GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb and required number of jack studs) <\/td>\n<\/tr>\n
170<\/td>\nTABLE R502.5(1)\u2014continued GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb and required number of jack studs) <\/td>\n<\/tr>\n
171<\/td>\nTABLE R502.5(2) GIRDER SPANSa AND HEADER SPANSa FOR INTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb and required number of jack studs) <\/td>\n<\/tr>\n
172<\/td>\nFIGURE R502.8 CUTTING, NOTCHING AND DRILLING <\/td>\n<\/tr>\n
173<\/td>\nSECTION R503 FLOOR SHEATHING
TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING <\/td>\n<\/tr>\n
174<\/td>\nTABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENT <\/td>\n<\/tr>\n
175<\/td>\nTABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa
FIGURE R503.2.4 OPENING IN HORIZONTAL DIAPHRAGMS
SECTION R504 PRESSURE PRESERVATIVELY TREATED-WOOD FLOORS (ON GROUND) <\/td>\n<\/tr>\n
176<\/td>\nSECTION R505 STEEL FLOOR FRAMING <\/td>\n<\/tr>\n
178<\/td>\nFIGURE R505.1.2 IN-LINE FRAMING <\/td>\n<\/tr>\n
179<\/td>\nFIGURE 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
180<\/td>\nTABLE R505.2.4 SCREW SUBSTITUTION FACTOR
FIGURE R505.2.5.1 FLOOR JOIST WEB HOLES <\/td>\n<\/tr>\n
181<\/td>\nFIGURE R505.2.5.3 WEB HOLE PATCH <\/td>\n<\/tr>\n
182<\/td>\nTABLE 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
183<\/td>\nTABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa
FIGURE R505.3.1(2) FLOOR TO WOOD SILL CONNECTION <\/td>\n<\/tr>\n
184<\/td>\nFIGURE R505.3.1(3) FLOOR TO FOUNDATION CONNECTION
FIGURE R505.3.1(4) CANTILEVERED FLOOR TO FOUNDATION CONNECTION <\/td>\n<\/tr>\n
185<\/td>\nFIGURE R505.3.1(5) CANTILEVERED FLOOR TO WOOD SILL CONNECTION
FIGURE R505.3.1(6) CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION <\/td>\n<\/tr>\n
186<\/td>\nFIGURE R505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL <\/td>\n<\/tr>\n
187<\/td>\nFIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL
FIGURE R505.3.1(9) BEARING STIFFENERS FOR END JOISTS <\/td>\n<\/tr>\n
188<\/td>\nTABLE 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
189<\/td>\nTABLE 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
190<\/td>\nTABLE R505.3.2(3) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014MULTIPLE SPANS 50 ksi STEEL <\/td>\n<\/tr>\n
191<\/td>\nFIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS <\/td>\n<\/tr>\n
192<\/td>\nTABLE R505.3.4(1) CLIP ANGLE BEARING STIFFENERS (20 psf equivalent snow load)
TABLE R505.3.4(2) CLIP ANGLE BEARING STIFFENERS (30 psf equivalent snow load) <\/td>\n<\/tr>\n
193<\/td>\nFIGURE R505.3.4(2) BEARING STIFFENER
TABLE R505.3.4(3) CLIP ANGLE BEARING STIFFENERS (50 psf equivalent snow load) <\/td>\n<\/tr>\n
194<\/td>\nTABLE R505.3.4(4) CLIP ANGLE BEARING STIFFENERS (70 psf equivalent snow load)
FIGURE R505.3.7 TRACK SPLICE <\/td>\n<\/tr>\n
195<\/td>\nFIGURE R505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION: 6-FOOT FLOOR OPENING
FIGURE R505.3.8(2) COLD-FORMED STEEL FLOOR CONSTRUCTION: 8-FOOT FLOOR OPENING <\/td>\n<\/tr>\n
196<\/td>\nFIGURE R505.3.8(3) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION\u20146-FOOT OPENING
FIGURE R505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION\u20148-FOOT OPENING <\/td>\n<\/tr>\n
197<\/td>\nSECTION R506 CONCRETE FLOORS (ON GROUND) <\/td>\n<\/tr>\n
198<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CALIFORNIA CHAPTER 6 \u2013 WALL CONSTRUCTION <\/td>\n<\/tr>\n
200<\/td>\nCHAPTER 6 WALL CONSTRUCTION
SECTION R601 GENERAL
SECTION R602 WOOD WALL FRAMING <\/td>\n<\/tr>\n
202<\/td>\nTABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
203<\/td>\nTABLE R602.3(1)\u2014continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
204<\/td>\nTABLE R602.3(2) ALTERNATE ATTACHMENTS <\/td>\n<\/tr>\n
205<\/td>\nTABLE 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
206<\/td>\nFIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING <\/td>\n<\/tr>\n
207<\/td>\nFIGURE R602.3(2) FRAMING DETAILS <\/td>\n<\/tr>\n
208<\/td>\nTABLE R602.3.1 MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 mph OR LESS IN SEISMIC DESIGN CATEGORIES A, B, C, D0, D1 and D2b, c <\/td>\n<\/tr>\n
209<\/td>\nTABLE R602.3.1\u2014continued MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 mph OR LESS IN SEISMIC DESIGN CATEGORIES A, B, C, D0, D1 and D2 <\/td>\n<\/tr>\n
210<\/td>\nFIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS <\/td>\n<\/tr>\n
211<\/td>\nFIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS <\/td>\n<\/tr>\n
212<\/td>\nFIGURE 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
213<\/td>\nFIGURE R602.7.2 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION <\/td>\n<\/tr>\n
215<\/td>\nTABLE R602.10.1.2(1) BRACING REQUIREMENTS BASED ON WIND SPEED (as a function of braced wall line spacing) <\/td>\n<\/tr>\n
216<\/td>\nTABLE R602.10.1.2(1)\u2014continued BRACING REQUIREMENTS BASED ON WIND SPEED (as a function of braced wall line spacing) <\/td>\n<\/tr>\n
217<\/td>\nTABLE R602.10.1.2(1)\u2014continued BRACING REQUIREMENTS BASED ON WIND SPEED (as a function of braced wall line spacing) <\/td>\n<\/tr>\n
218<\/td>\nTABLE R602.10.1.2(2) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY (AS A FUNCTION OF BRACED WALL LINE LENGTH) <\/td>\n<\/tr>\n
219<\/td>\nTABLE 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
220<\/td>\nFIGURE R602.10.1.3 ANGLED CORNERS
FIGURE R602.10.1.4(1) BRACED WALL PANELS AND BRACED WALL LINES <\/td>\n<\/tr>\n
221<\/td>\nFIGURE 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
222<\/td>\nFIGURE 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
224<\/td>\nTABLE R602.10.2 INTERMITTENT BRACING METHODS <\/td>\n<\/tr>\n
225<\/td>\nTABLE 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
226<\/td>\nFIGURE R602.10.3.2 ALTERNATE BRACED WALL PANEL <\/td>\n<\/tr>\n
227<\/td>\nFIGURE R602.10.3.3 METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS <\/td>\n<\/tr>\n
228<\/td>\nFIGURE 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
229<\/td>\nFIGURE R602.10.4.1.1 METHOD CS-PF: CONTINUOUS PORTAL FRAME PANEL CONSTRUCTION <\/td>\n<\/tr>\n
230<\/td>\nTABLE 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
231<\/td>\nFIGURE 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
232<\/td>\nFIGURE R602.10.4.4(1) TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS SHEATHING <\/td>\n<\/tr>\n
233<\/td>\nFIGURE 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
234<\/td>\nFIGURE 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
235<\/td>\nTABLE R602.10.5.2 MINIMUM LENGTH REQUIREMENTS FOR STRUCTURAL FIBERBOARD BRACED WALL PANELS IN A CONTINUOUSLY-SHEATHED WALLa <\/td>\n<\/tr>\n
236<\/td>\nFIGURE 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
237<\/td>\nFIGURE 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
238<\/td>\nFIGURE R602.10.6.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES <\/td>\n<\/tr>\n
239<\/td>\nFIGURE R602.10.7 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS <\/td>\n<\/tr>\n
240<\/td>\nFIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION <\/td>\n<\/tr>\n
241<\/td>\nTABLE 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
242<\/td>\nFIGURE R602.12 HOLD DOWNS AT EXTERIOR AND INTERIOR BRACED WALL PANELS
SECTION R603 STEEL WALL FRAMING <\/td>\n<\/tr>\n
243<\/td>\nFIGURE R603.1.2 IN-LINE FRAMING <\/td>\n<\/tr>\n
244<\/td>\nTABLE 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
245<\/td>\nFIGURE R603.2.5.1 WEB HOLES
FIGURE R603.2.5.3 STUD WEB HOLE PATCH <\/td>\n<\/tr>\n
247<\/td>\nTABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa,b
FIGURE R603.3.1(1) WALL TO FLOOR CONNECTION <\/td>\n<\/tr>\n
248<\/td>\nFIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION
FIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION <\/td>\n<\/tr>\n
249<\/td>\nTABLE R603.3.1.1(1) GABLE ENDWALL TO FLOOR CONNECTION REQUIREMENTSa,b,c
TABLE R603.3.1.1(2) GABLE ENDWALL BOTTOM TRACK TO FOUNDATION CONNECTION REQUIREMENTSa,b,c <\/td>\n<\/tr>\n
251<\/td>\nTABLE 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
252<\/td>\nTABLE R603.3.2(3) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 50 ksi STEEL <\/td>\n<\/tr>\n
253<\/td>\nTABLE R603.3.2(4) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 ksi STEEL <\/td>\n<\/tr>\n
254<\/td>\nTABLE R603.3.2(5) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 50 ksi STEEL <\/td>\n<\/tr>\n
255<\/td>\nTABLE R603.3.2(6) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 ksi STEEL <\/td>\n<\/tr>\n
256<\/td>\nTABLE R603.3.2(7) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 50 ksi STEEL <\/td>\n<\/tr>\n
257<\/td>\nTABLE R603.3.2(8) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 ksi STEEL <\/td>\n<\/tr>\n
258<\/td>\nTABLE R603.3.2(9) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 50 ksi STEEL <\/td>\n<\/tr>\n
259<\/td>\nTABLE R603.3.2(10) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 ksi STEEL <\/td>\n<\/tr>\n
260<\/td>\nTABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 50 ksi STEEL <\/td>\n<\/tr>\n
261<\/td>\nTABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 33 ksi STEEL <\/td>\n<\/tr>\n
262<\/td>\nTABLE R603.3.2(13) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 50 ksi STEEL <\/td>\n<\/tr>\n
263<\/td>\nTABLE R603.3.2(14) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 33 ksi STEEL <\/td>\n<\/tr>\n
264<\/td>\nTABLE R603.3.2(15) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 50 ksi STEEL <\/td>\n<\/tr>\n
265<\/td>\nTABLE R603.3.2(16) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 33 ksi STEEL <\/td>\n<\/tr>\n
266<\/td>\nTABLE R603.3.2(17) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 50 ksi STEEL <\/td>\n<\/tr>\n
267<\/td>\nTABLE R603.3.2(18) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 33 ksi STEEL <\/td>\n<\/tr>\n
268<\/td>\nTABLE R603.3.2(19) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 50 ksi STEEL <\/td>\n<\/tr>\n
269<\/td>\nTABLE R603.3.2(20) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 33 ksi STEEL <\/td>\n<\/tr>\n
270<\/td>\nTABLE R603.3.2(21) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING 50 ksi STEEL <\/td>\n<\/tr>\n
271<\/td>\nTABLE R603.3.2(22) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 33 ksi STEEL <\/td>\n<\/tr>\n
272<\/td>\nTABLE R603.3.2(23) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 50 ksi STEEL <\/td>\n<\/tr>\n
273<\/td>\nTABLE R603.3.2(24) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 33 ksi STEEL <\/td>\n<\/tr>\n
274<\/td>\nTABLE R603.3.2(25) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 50 ksi STEEL <\/td>\n<\/tr>\n
275<\/td>\nTABLE R603.3.2(26) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 33 ksi STEEL <\/td>\n<\/tr>\n
276<\/td>\nTABLE R603.3.2(27) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 50 ksi STEEL <\/td>\n<\/tr>\n
277<\/td>\nTABLE R603.3.2(28) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 33 ksi STEEL <\/td>\n<\/tr>\n
278<\/td>\nTABLE R603.3.2(29) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 50 ksi STEEL <\/td>\n<\/tr>\n
279<\/td>\nTABLE R603.3.2(30) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 3 ksi STEEL <\/td>\n<\/tr>\n
280<\/td>\nTABLE R603.3.2(31) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING 50 ksi STEEL <\/td>\n<\/tr>\n
281<\/td>\nFIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY
FIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL <\/td>\n<\/tr>\n
282<\/td>\nFIGURE R603.3.5 TRACK SPLICE
FIGURE R603.4 CORNER FRAMING <\/td>\n<\/tr>\n
283<\/td>\nTABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHT 33 ksi STEEL <\/td>\n<\/tr>\n
284<\/td>\nTABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHT 50 ksi STEEL <\/td>\n<\/tr>\n
285<\/td>\nTABLE R603.3.2.1(3) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHT 33 ksi STEEL <\/td>\n<\/tr>\n
286<\/td>\nTABLE R603.3.2.1(4) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHT 50 ksi STEEL <\/td>\n<\/tr>\n
287<\/td>\nFIGURE R603.6(1) BOX BEAM HEADER
FIGURE 601.6(2) BACK-TO-BACK HEADER <\/td>\n<\/tr>\n
288<\/td>\nFIGURE R603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL
FIGURE R603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL <\/td>\n<\/tr>\n
289<\/td>\nTABLE R603.6(1) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel) <\/td>\n<\/tr>\n
290<\/td>\nTABLE R603.6(2) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel) <\/td>\n<\/tr>\n
291<\/td>\nTABLE R603.6(3) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel) <\/td>\n<\/tr>\n
292<\/td>\nTABLE R603.6(4) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel) <\/td>\n<\/tr>\n
293<\/td>\nTABLE R603.6(5) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel) <\/td>\n<\/tr>\n
294<\/td>\nTABLE R603.6(6) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel) <\/td>\n<\/tr>\n
295<\/td>\nTABLE R603.6(7) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel) <\/td>\n<\/tr>\n
296<\/td>\nTABLE R603.6(8) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel) <\/td>\n<\/tr>\n
297<\/td>\nTABLE R603.6(9) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel) <\/td>\n<\/tr>\n
298<\/td>\nTABLE R603.6(10) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel) <\/td>\n<\/tr>\n
299<\/td>\nTABLE R603.6(11) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel) <\/td>\n<\/tr>\n
300<\/td>\nTABLE R603.6(12) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel) <\/td>\n<\/tr>\n
301<\/td>\nTABLE R603.6(13)B ACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel) <\/td>\n<\/tr>\n
302<\/td>\nTABLE R603.6(14) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel) <\/td>\n<\/tr>\n
303<\/td>\nTABLE R603.6(15) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel) <\/td>\n<\/tr>\n
304<\/td>\nTABLE R603.6(16) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel) <\/td>\n<\/tr>\n
305<\/td>\nTABLE R603.6(17) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel) <\/td>\n<\/tr>\n
306<\/td>\nTABLE R603.6(18) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel) <\/td>\n<\/tr>\n
307<\/td>\nTABLE R603.6(19) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel) <\/td>\n<\/tr>\n
308<\/td>\nTABLE R603.6(20) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel) <\/td>\n<\/tr>\n
309<\/td>\nTABLE R603.6(21) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel) <\/td>\n<\/tr>\n
310<\/td>\nTABLE R603.6(22) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel) <\/td>\n<\/tr>\n
311<\/td>\nTABLE R603.6(23) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and ceiling (50 ksi steel) <\/td>\n<\/tr>\n
312<\/td>\nTABLE R603.6(24) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel) <\/td>\n<\/tr>\n
313<\/td>\nTABLE R603.7(1) TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING
TABLE R603.7(2) HEADER TO KING STUD CONNECTION REQUIREMENTS <\/td>\n<\/tr>\n
314<\/td>\nTABLE R603.8 HEAD AND SILL TRACK SPAN Fy = 33 ksi
FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN <\/td>\n<\/tr>\n
315<\/td>\nFIGURE 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
316<\/td>\nTABLE 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
317<\/td>\nTABLE R606.5 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
318<\/td>\nTABLE R606.9 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS <\/td>\n<\/tr>\n
319<\/td>\nFIGURE R606.11(1) ANCHORAGE REQUIREMENTS FOR MASONRY WALLS LOCATED IN SEISMIC DESIGN CATEGORY A, B OR C AND WHERE WIND LOADS ARE LESS THAN 30 PSF <\/td>\n<\/tr>\n
320<\/td>\nFIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C <\/td>\n<\/tr>\n
321<\/td>\nFIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1, OR D2 <\/td>\n<\/tr>\n
322<\/td>\nTABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES <\/td>\n<\/tr>\n
323<\/td>\nTABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDING ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1 <\/td>\n<\/tr>\n
324<\/td>\nTABLE R606.12.4.1 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2
TABLE R606.12.4.2 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2
TABLE R606.15.1 MINIMUM CORROSION PROTECTION
SECTION R607 UNIT MASONRY <\/td>\n<\/tr>\n
325<\/td>\nTABLE R607.1 MORTAR PROPORTIONS
SECTION R608 MULTIPLE WYTHE MASONRY <\/td>\n<\/tr>\n
326<\/td>\nSECTION R609 GROUTED MASONRY <\/td>\n<\/tr>\n
327<\/td>\nTABLE R609.1.1 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION
TABLE R609.1.2 GROUT SPACE DIMENSIONS AND POUR HEIGHTS <\/td>\n<\/tr>\n
328<\/td>\nSECTION R610 GLASS UNIT MASONRY
FIGURE R610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE <\/td>\n<\/tr>\n
329<\/td>\nSECTION R611 EXTERIOR CONCRETE WALL CONSTRUCTION <\/td>\n<\/tr>\n
330<\/td>\nTABLE R611.3 DIMENSIONAL REQUIREMENTS FOR WALLS <\/td>\n<\/tr>\n
331<\/td>\nFIGURE 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
333<\/td>\nTABLE R611.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS
FIGURE R611.5.4(1) LAP SPLICES <\/td>\n<\/tr>\n
334<\/td>\nFIGURE R611.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION
FIGURE R611.5.4(3) STANDARD HOOKS <\/td>\n<\/tr>\n
335<\/td>\nTABLE R611.5.4(2) MAXIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEEL <\/td>\n<\/tr>\n
336<\/td>\nFIGURE 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
337<\/td>\nFIGURE 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
338<\/td>\nTABLE R611.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
339<\/td>\nTABLE R611.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
340<\/td>\nTABLE R611.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
341<\/td>\nTABLE R611.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS <\/td>\n<\/tr>\n
342<\/td>\nEQUATION R611-1
EQUATION R611-2 <\/td>\n<\/tr>\n
344<\/td>\nTABLE R611.7(1A) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO-STORY <\/td>\n<\/tr>\n
345<\/td>\nTABLE R611.7(1A)\u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO-STORY <\/td>\n<\/tr>\n
346<\/td>\nTABLE R611.7(1B) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO-STORY <\/td>\n<\/tr>\n
347<\/td>\nTABLE R611.7(1B)\u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO-STORY <\/td>\n<\/tr>\n
348<\/td>\nTABLE R611.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE <\/td>\n<\/tr>\n
349<\/td>\nTABLE 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
350<\/td>\nFIGURE R611.7(1) MINIMUM SOLID WALL LENGTH <\/td>\n<\/tr>\n
351<\/td>\nFIGURE R611.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL <\/td>\n<\/tr>\n
352<\/td>\nTABLE 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
353<\/td>\nTABLE R611.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEET <\/td>\n<\/tr>\n
354<\/td>\nTABLE R611.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLS <\/td>\n<\/tr>\n
355<\/td>\nFIGURE R611.8(1) REINFORCEMENT OF OPENINGS <\/td>\n<\/tr>\n
356<\/td>\nFIGURE R611.8(2) LINTEL FOR FLAT WALLS
FIGURE R611.8(3) LINTELS FOR WAFFLE-GRID WALLS <\/td>\n<\/tr>\n
357<\/td>\nFIGURE R611.8(4) LINTELS FOR SCREEN-GRID WALLS <\/td>\n<\/tr>\n
359<\/td>\nTABLE R611.8(1) LINTEL DESIGN LOADING CONDITIONS <\/td>\n<\/tr>\n
360<\/td>\nTABLE R611.8(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
361<\/td>\nTABLE R611.8(2)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
362<\/td>\nTABLE R611.8(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
363<\/td>\nTABLE R611.8(3)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
364<\/td>\nTABLE R611.8(4) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
365<\/td>\nTABLE R611.8(4)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
366<\/td>\nTABLE R611.8(5) MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
367<\/td>\nTABLE R611.8(5)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
368<\/td>\nTABLE R611.8(6) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLS MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET <\/td>\n<\/tr>\n
369<\/td>\nTABLE R611.8(6)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLS MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET <\/td>\n<\/tr>\n
370<\/td>\nTABLE R611.8(7) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLS MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
371<\/td>\nTABLE R611.8(7)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLS MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
372<\/td>\nTABLE R611.8(8) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH THICK SCREEN-GRID LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
373<\/td>\nTABLE R611.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS <\/td>\n<\/tr>\n
374<\/td>\nTABLE 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
376<\/td>\nFIGURE R611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
377<\/td>\nTABLE R611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
378<\/td>\nFIGURE R611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL FRAMING PARALLEL <\/td>\n<\/tr>\n
379<\/td>\nTABLE R611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
380<\/td>\nFIGURE R611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
381<\/td>\nTABLE R611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
382<\/td>\nFIGURE R611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PARALLEL <\/td>\n<\/tr>\n
383<\/td>\nTABLE R611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
384<\/td>\nFIGURE R611.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
385<\/td>\nTABLE R611.9(5) COLD-FORMED STEEL FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
386<\/td>\nFIGURE R611.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
387<\/td>\nTABLE R611.9(6) COLD-FORMED STEEL FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
388<\/td>\nFIGURE R611.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
389<\/td>\nTABLE R611.9(7) COLD-FORMED STEEL FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
390<\/td>\nFIGURE R611.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
391<\/td>\nTABLE R611.9(8) COLD-FORMED STEEL FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
392<\/td>\nFIGURE R611.9(9) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
393<\/td>\nTABLE R611.9(9) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
394<\/td>\nFIGURE R611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL FRAMING PARALLEL <\/td>\n<\/tr>\n
395<\/td>\nTABLE R611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
396<\/td>\nFIGURE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
397<\/td>\nTABLE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
398<\/td>\nFIGURE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
399<\/td>\nTABLE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
400<\/td>\nSECTION R612 EXTERIOR WINDOWS AND DOORS
FIGURE R612.8(1) THROUGH THE FRAME <\/td>\n<\/tr>\n
401<\/td>\nFIGURE 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
402<\/td>\nFIGURE R612.8(6) THROUGH THE FLANGE
FIGURE R612.8(7) FRAME CLIP
FIGURE R612.8(8) THROUGH THE FLANGE <\/td>\n<\/tr>\n
403<\/td>\nSECTION R613 STRUCTURAL INSULATED PANELWALL CONSTRUCTION
TABLE R613.3.1 MINIMUM PROPERTIES FOR POLYURETHANE INSULATION USED AS SIPS CORE <\/td>\n<\/tr>\n
404<\/td>\nTABLE 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
405<\/td>\nTABLE R613.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP LIGHT-FRAME ROOF ONLY (inches) <\/td>\n<\/tr>\n
406<\/td>\nTABLE R613.5(2) MINIMUM THICKNESS FOR SIP WALLS SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF (inches) <\/td>\n<\/tr>\n
407<\/td>\nFIGURE R613.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
FIGURE R613.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS <\/td>\n<\/tr>\n
408<\/td>\nFIGURE R613.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION
FIGURE R613.5(4) SIP WALL TO WALL PLATFORM FRAME CONNECTION <\/td>\n<\/tr>\n
409<\/td>\nFIGURE R613.5(5) SIP WALL TO WALL BALLOON FRAME CONNECTION (I-Joist floor shown for Illustration only)
FIGURE R613.5.1 SIP WALL FRAMING CONFIGURATION <\/td>\n<\/tr>\n
410<\/td>\nFIGURE 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
411<\/td>\nFIGURE R613.9 SIP CORNER FRAMING DETAIL
TABLE R614.10 MAXIMUM SPANS FOR 117\/8 INCH DEEP SIP HEADERS (feet) <\/td>\n<\/tr>\n
412<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CALIFORNIA CHAPTER 7 \u2013 WALL COVERINGS <\/td>\n<\/tr>\n
414<\/td>\nCHAPTER 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
415<\/td>\nTABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME
TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD <\/td>\n<\/tr>\n
417<\/td>\nTABLE R702.3.7 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION R703 EXTERIOR COVERING <\/td>\n<\/tr>\n
419<\/td>\nTABLE R703.4 WEATHER\u2013RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
420<\/td>\nTABLE 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
422<\/td>\nFIGURE R703.7 MASONRY VENEER WALL DETAILS <\/td>\n<\/tr>\n
423<\/td>\nFIGURE R703.7\u2014continued MASONRY VENEER WALL DETAILS <\/td>\n<\/tr>\n
424<\/td>\nTABLE R703.7(1 )STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C
TABLE R703.7(2) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, WOOD FRAMING, SEISMIC DESIGN CATEGORIES D0, D1 AND D2 <\/td>\n<\/tr>\n
425<\/td>\nFIGURE R703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES <\/td>\n<\/tr>\n
426<\/td>\nFIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS <\/td>\n<\/tr>\n
427<\/td>\nTABLE R703.7.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER
FIGURE R703.7.3.2 MASONRY VENEER OPENING <\/td>\n<\/tr>\n
430<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CALIFORNIA CHAPTER 8 \u2013 ROOF-CEILING CONSTRUCTION <\/td>\n<\/tr>\n
432<\/td>\nCHAPTER 8 ROOF-CEILING CONSTRUCTION
SECTION R801 GENERAL
SECTION R802 WOOD ROOF FRAMING <\/td>\n<\/tr>\n
436<\/td>\nTABLE R802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
437<\/td>\nTABLE R802.4(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
438<\/td>\nTABLE R802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
439<\/td>\nTABLE R802.4(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
440<\/td>\nTABLE R802.5.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
441<\/td>\nTABLE R802.5.1(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
442<\/td>\nTABLE R802.5.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
443<\/td>\nTABLE R802.5.1(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
444<\/td>\nTABLE R802.5.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
445<\/td>\nTABLE R802.5.1(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
446<\/td>\nTABLE R802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
447<\/td>\nTABLE R802.5.1(4)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
448<\/td>\nTABLE R802.5.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
449<\/td>\nTABLE R802.5.1(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
450<\/td>\nTABLE R802.5.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
451<\/td>\nTABLE R802.5.1(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
452<\/td>\nTABLE R802.5.1(7) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
453<\/td>\nTABLE R802.5.1(7)\u2014continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
454<\/td>\nTABLE R802.5.1(8) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
455<\/td>\nTABLE R802.5.1(8)\u2014continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOADa (Ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
456<\/td>\nTABLE R802.5.1(9) RAFTER\/CEILING JOIST HEEL JOINT CONNECTIONS <\/td>\n<\/tr>\n
457<\/td>\nFIGURE 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
458<\/td>\nSECTION R803 ROOF SHEATHING
TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING
SECTION R804 STEEL ROOF FRAMING <\/td>\n<\/tr>\n
459<\/td>\nFIGURE 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
460<\/td>\nFIGURE R804.2(1) C-SHAPED SECTION
FIGURE R804.2(2) TRACK SECTION
TABLE R804.2.4 SCREW SUBSTITUTION FACTOR <\/td>\n<\/tr>\n
461<\/td>\nFIGURE R804.2.5.1 WEB HOLES
FIGURE R804.2.5.3 WEB HOLE PATCH <\/td>\n<\/tr>\n
462<\/td>\nFIGURE R804.3 STEEL ROOF CONSTRUCTION <\/td>\n<\/tr>\n
463<\/td>\nTABLE R804.3 ROOF FRAMING FASTENING SCHEDULE <\/td>\n<\/tr>\n
465<\/td>\nTABLE 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
466<\/td>\nTABLE 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
467<\/td>\nTABLE 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
468<\/td>\nTABLE 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
469<\/td>\nTABLE 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
470<\/td>\nTABLE 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
471<\/td>\nTABLE 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
472<\/td>\nTABLE 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
473<\/td>\nFIGURE 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
474<\/td>\nFIGURE 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
475<\/td>\nFIGURE 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
476<\/td>\nTABLE R804.3.2.1(1) ROOF RAFTER SPANS 33 ksi STEEL <\/td>\n<\/tr>\n
477<\/td>\nTABLE R804.3.2.1(2) ROOF RAFTER SPANS 50 ksi STEEL <\/td>\n<\/tr>\n
478<\/td>\nTABLE R804.3.2.1(3) BASIC WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION
FIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS <\/td>\n<\/tr>\n
479<\/td>\nTABLE 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
480<\/td>\nTABLE 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
481<\/td>\nTABLE R804.3.3.4(1) UPLIFT STRAP CONNECTION REQUIREMENTS HIP SUPPORT COLUMN AT CEILING LINE
FIGURE R804.3.3.4(1) JACK RAFTER CONNECTION AT EAVE <\/td>\n<\/tr>\n
482<\/td>\nTABLE R804.3.3.4(2) CONNECTION REQUIREMENTS HIP MEMBER TO HIP SUPPORT COLUMN
FIGURE R804.3.3.4(2) HIP SUPPORT COLUMN <\/td>\n<\/tr>\n
483<\/td>\nTABLE R804.3.3.4(3) UPLIFT STRAP CONNECTION REQUIREMENTS HIP MEMBER TO WALL
FIGURE R804.3.3.4(3) HIP CONNECTIONS AT RIDGE <\/td>\n<\/tr>\n
484<\/td>\nFIGURE R804.3.3.4(4) HIP CONNECTIONS AT RIDGE AND BOX COLUMN <\/td>\n<\/tr>\n
485<\/td>\nFIGURE R804.3.3.4(5) HIP MEMBER CONNECTION AT WALL CORNER
FIGURE R804.3.6(1) ROOF OR CEILING OPENING <\/td>\n<\/tr>\n
486<\/td>\nFIGURE 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
487<\/td>\nFIGURE R804.3.8(1) CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL
TABLE R804.3.8(2) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED CEILING HEIGHT = 9 OR 10 FT <\/td>\n<\/tr>\n
488<\/td>\nFIGURE R804.3.8(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL
TABLE R804.3.8(3) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS WOOD STRUCTURAL PANEL SHEATHED CEILING HEIGHT = 8, 9 OR 10 FT <\/td>\n<\/tr>\n
489<\/td>\nFIGURE R804.3.8(3) ROOF BLOCKING DETAIL <\/td>\n<\/tr>\n
490<\/td>\nSECTION R807 ATTIC ACCESS <\/td>\n<\/tr>\n
492<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CALIFORNIA CHAPTER 9 \u2013 ROOF ASSEMBLIES <\/td>\n<\/tr>\n
494<\/td>\nCHAPTER 9 ROOF ASSEMBLIES
SECTION R901 GENERAL
SECTION R902 ROOF CLASSIFICATION
SECTION R903 WEATHER PROTECTION <\/td>\n<\/tr>\n
495<\/td>\nFIGURE R903.5 HAIL EXPOSURE MAP <\/td>\n<\/tr>\n
496<\/td>\nSECTION R904 MATERIALS
SECTION R905 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
497<\/td>\nTABLE R905.2.4.1(1) CLASSIFICATION OF ASPHALT ROOF SHINGLES PER ASTM D 7158
TABLE R905.2.4.1(2) CLASSIFICATION OF ASPHALT SHINGLES PER ASTM D 3161 <\/td>\n<\/tr>\n
498<\/td>\nTABLE R905.2.8.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
499<\/td>\nTABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT <\/td>\n<\/tr>\n
500<\/td>\nTABLE R905.6.5 SLATE SHINGLE HEADLAP <\/td>\n<\/tr>\n
501<\/td>\nTABLE 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
502<\/td>\nTABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
503<\/td>\nTABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS
TABLE R905.10.3(1) METAL ROOF COVERINGS STANDARDS <\/td>\n<\/tr>\n
504<\/td>\nTABLE 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
505<\/td>\nSECTION R907 REROOFING <\/td>\n<\/tr>\n
506<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CALIFORNIA CHAPTER 10 \u2013 CHIMNEYS AND FIREPLACES <\/td>\n<\/tr>\n
508<\/td>\nCHAPTER 10 CHIMNEYS AND FIREPLACES
SECTION R1001 MASONRY FIREPLACES <\/td>\n<\/tr>\n
509<\/td>\nTABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS <\/td>\n<\/tr>\n
510<\/td>\nFIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS <\/td>\n<\/tr>\n
511<\/td>\nFIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES <\/td>\n<\/tr>\n
512<\/td>\nSECTION R1002 MASONRY HEATERS
SECTION R1003 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
514<\/td>\nTABLE 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
515<\/td>\nFIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
516<\/td>\nFIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES
FIGURE R1003.20 CHIMNEY CRICKET <\/td>\n<\/tr>\n
517<\/td>\nTABLE R1003.20 CRICKET DIMENSIONS
SECTION R1004 FACTORY-BUILT FIREPLACES
SECTION R1005 FACTORY-BUILT CHIMNEYS
SECTION R1006 EXTERIOR AIR SUPPLY <\/td>\n<\/tr>\n
518<\/td>\nPART IV\u2014ENERGY CONSERVATION <\/td>\n<\/tr>\n
520<\/td>\nPART V\u2014MECHANICAL <\/td>\n<\/tr>\n
522<\/td>\nPART VI\u2014FUEL GAS <\/td>\n<\/tr>\n
524<\/td>\nPART VII\u2014PLUMBING <\/td>\n<\/tr>\n
526<\/td>\nPART VIII\u2014ELECTRICAL <\/td>\n<\/tr>\n
528<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE CALIFORNIA CHAPTER 44 \u2013 REFERENCED STANDARDS <\/td>\n<\/tr>\n
530<\/td>\nPART IX\u2014REFERENCED STANDARDS
CHAPTER 44 REFERENCED STANDARDS
AAMA
ACI
ACCA <\/td>\n<\/tr>\n
531<\/td>\nAFPA
AISI
AITC
ANSI <\/td>\n<\/tr>\n
532<\/td>\nAPA
APSP <\/td>\n<\/tr>\n
533<\/td>\nASCE\/SEI
ASHRAE
ASME <\/td>\n<\/tr>\n
534<\/td>\nASSE <\/td>\n<\/tr>\n
535<\/td>\nASTM <\/td>\n<\/tr>\n
543<\/td>\nAWPA
AWS
AWWA
CGSB <\/td>\n<\/tr>\n
544<\/td>\nCISPI
CPA
CPSC
CSA <\/td>\n<\/tr>\n
545<\/td>\nCSSB
DASMA <\/td>\n<\/tr>\n
546<\/td>\nDOC
DOTn
FEMA
FM
GA <\/td>\n<\/tr>\n
547<\/td>\nHPVA
ICC
ISO
MSS
NAIMA
NCMA <\/td>\n<\/tr>\n
548<\/td>\nNFPA <\/td>\n<\/tr>\n
549<\/td>\nNFRC <\/td>\n<\/tr>\n
550<\/td>\nNSF
PCA
SFM
SMACNA
TMS <\/td>\n<\/tr>\n
551<\/td>\nTPI
UBC
UL <\/td>\n<\/tr>\n
552<\/td>\nULC
US-FTC
WDMA <\/td>\n<\/tr>\n
554<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX A \u2013 SIZING AND CAPACITIES OF GAS PIPING <\/td>\n<\/tr>\n
556<\/td>\nAPPENDIX A SIZING AND CAPACITIES OF GAS PIPING
A.1 GENERAL PIPING CONSIDERATIONS
A.2 DESCRIPTION OF TABLES <\/td>\n<\/tr>\n
557<\/td>\nTABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES <\/td>\n<\/tr>\n
558<\/td>\nTABLE A.2.2\u2014continue dEQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES <\/td>\n<\/tr>\n
559<\/td>\nTABLE 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
561<\/td>\nTABLE 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
562<\/td>\nTABLE 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
563<\/td>\nFIGURE 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
564<\/td>\nA.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
565<\/td>\nFIGURE A.7.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM <\/td>\n<\/tr>\n
566<\/td>\nFIGURE A.7.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM <\/td>\n<\/tr>\n
568<\/td>\nCALIFORNIA 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
570<\/td>\nAPPENDIX 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
571<\/td>\nFIGURE 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
572<\/td>\nFIGURE 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
573<\/td>\nFIGURE 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
574<\/td>\nFIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE
FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE <\/td>\n<\/tr>\n
575<\/td>\nEXAMPLES 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
577<\/td>\nTABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa <\/td>\n<\/tr>\n
578<\/td>\nFIGURE B-19 <\/td>\n<\/tr>\n
580<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX C \u2013 EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS <\/td>\n<\/tr>\n
582<\/td>\nAPPENDIX 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
584<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX D \u2013 RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION <\/td>\n<\/tr>\n
586<\/td>\nAPPENDIX D RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION <\/td>\n<\/tr>\n
588<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX E \u2013 MANUFACTURED HOUSING USED AS DWELLINGS <\/td>\n<\/tr>\n
590<\/td>\nAPPENDIX E MANUFACTURED HOUSING USED AS DWELLINGS
SECTION AE101 SCOPE
SECTION AE102 APPLICATION TO EXISTING MANUFACTURED HOMES AND BUILDING SERVICE EQUIPMENT <\/td>\n<\/tr>\n
591<\/td>\nSECTION AE201 DEFINITIONS
SECTION AE301 PERMITS
SECTION AE302 APPLICATION FOR PERMIT <\/td>\n<\/tr>\n
592<\/td>\nSECTION AE303 PERMITS ISSUANCE
SECTION AE304 FEES <\/td>\n<\/tr>\n
593<\/td>\nSECTION AE305 INSPECTIONS <\/td>\n<\/tr>\n
594<\/td>\nSECTION AE306 SPECIAL INSPECTIONS
SECTION AE307 UTILITY SERVICE
SECTION AE401 OCCUPANCY CLASSIFICATION
SECTION AE402 LOCATION ON PROPERTY
SECTION AE501 DESIGN <\/td>\n<\/tr>\n
595<\/td>\nSECTION AE502 FOUNDATION SYSTEMS
SECTION AE503 SKIRTING AND PERIMETER ENCLOSURES
SECTION AE504 STRUCTURAL ADDITIONS
SECTION AE505 BUILDING SERVICE EQUIPMENT <\/td>\n<\/tr>\n
596<\/td>\nSECTION 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
597<\/td>\nSECTION AE605 TIES, MATERIALS AND INSTALLATION
SECTION AE606 REFERENCED STANDARDS <\/td>\n<\/tr>\n
598<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX F \u2013 RADON CONTROL METHODS <\/td>\n<\/tr>\n
600<\/td>\nAPPENDIX F RADON CONTROL METHODS
SECTION AF101 SCOPE
SECTION AF102 DEFINITIONS
SECTION AF103 REQUIREMENTS <\/td>\n<\/tr>\n
603<\/td>\nFIGURE AF101 EPA MAP OF RADON ZONES <\/td>\n<\/tr>\n
604<\/td>\nTABLE AF101(1) HIGH RADON POTENTIAL (ZONE 1) COUNTIESa <\/td>\n<\/tr>\n
605<\/td>\nTABLE AF101(1)\u2014continued HIGH RADON POTENTIAL (ZONE 1) COUNTIESa <\/td>\n<\/tr>\n
606<\/td>\nFIGURE AF102 RADON-RESISTANT CONSTRUCTION DETAILS FOR FOUR FOUNDATION TYPES <\/td>\n<\/tr>\n
608<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX G \u2013 SWIMMING POOLS, SPAS AND HOT TUBS <\/td>\n<\/tr>\n
610<\/td>\nAPPENDIX 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
612<\/td>\nSECTION AG106 ENTRAPMENT PROTECTION FOR SWIMMING POOL AND SPA SUCTION OUTLETS
SECTION AG107 ABBREVIATIONS
SECTION AG108 STANDARDS <\/td>\n<\/tr>\n
614<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX H \u2013 PATIO COVERS <\/td>\n<\/tr>\n
616<\/td>\nAPPENDIX 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
617<\/td>\nTABLE 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
618<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX I \u2013 PRIVATE SEWAGE DISPOSAL <\/td>\n<\/tr>\n
620<\/td>\nAPPENDIX I PRIVATE SEWAGE DISPOSAL
SECTION AI101 GENERAL <\/td>\n<\/tr>\n
622<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX J \u2013 EXISTING BUILDINGS AND STRUCTURES <\/td>\n<\/tr>\n
624<\/td>\nAPPENDIX 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
625<\/td>\nSECTION AJ105 PERMIT
SECTION AJ201 DEFINITIONS
SECTION AJ301 REPAIRS <\/td>\n<\/tr>\n
626<\/td>\nSECTION AJ401 RENOVATIONS
SECTION AJ501 ALTERATIONS <\/td>\n<\/tr>\n
627<\/td>\nSECTION AJ601 RECONSTRUCTION <\/td>\n<\/tr>\n
628<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX K \u2013 SOUND TRANSMISSION <\/td>\n<\/tr>\n
630<\/td>\nAPPENDIX K SOUND TRANSMISSION
SECTION AK101 GENERAL
SECTION AK102 AIR-BORNE SOUND
SECTION AK103 STRUCTURAL-BORNE SOUND
SECTION AK104 REFERENCED STANDARDS <\/td>\n<\/tr>\n
632<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX L \u2013 PERMIT FEES <\/td>\n<\/tr>\n
634<\/td>\nAPPENDIX L PERMIT FEES <\/td>\n<\/tr>\n
636<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX M \u2013 HOME DAY CARE\u2014R-3 OCCUPANCY <\/td>\n<\/tr>\n
638<\/td>\nAPPENDIX M HOME DAY CARE\u2014R-3 OCCUPANCY <\/td>\n<\/tr>\n
640<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX N \u2013 VENTING METHODS <\/td>\n<\/tr>\n
642<\/td>\nAPPENDIX N VENTING METHODS
FIGURE N1 TYPICAL SINGLE-BATH WET-VENT ARRANGEMENTS <\/td>\n<\/tr>\n
643<\/td>\nFIGURE N2 TYPICAL DOUBLE-BATH WET-VENT ARRANGEMENTS <\/td>\n<\/tr>\n
644<\/td>\nFIGURE N3 TYPICAL HORIZONTAL WET VENTING <\/td>\n<\/tr>\n
645<\/td>\nFIGURE N4 TYPICAL METHODS OF WET VENTING <\/td>\n<\/tr>\n
646<\/td>\nFIGURE N5 SINGLE STACK SYSTEM FOR A TWO-STORY DWELLING <\/td>\n<\/tr>\n
647<\/td>\nFIGURE N6 WASTE STACK VENTING <\/td>\n<\/tr>\n
648<\/td>\nFIGURE N7 CIRCUIT VENT WITH ADDITIONAL NONCIRCUIT VENTED BRANCH <\/td>\n<\/tr>\n
650<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX O \u2013 GRAY WATER RECYCLING SYSTEMS <\/td>\n<\/tr>\n
652<\/td>\nAPPENDIX O GRAY WATER RECYCLING SYSTEMS
SECTION AO101 GENERAL
SECTION AO102 SYSTEMS FOR FLUSHING WATER CLOSETS AND URINALS <\/td>\n<\/tr>\n
653<\/td>\nFIGURE 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
654<\/td>\nSECTION AO103 SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS
EQUATION AO-1 <\/td>\n<\/tr>\n
655<\/td>\nTABLE AO103.8 LOCATION OF GRAY WATER SYSTEM
TABLE AO103.9.1 DESIGN LOADING RATE <\/td>\n<\/tr>\n
656<\/td>\nTABLE AO103.10 DISTRIBUTION PIPE <\/td>\n<\/tr>\n
658<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX P \u2013 SIZING OF WATER PIPING SYSTEM <\/td>\n<\/tr>\n
660<\/td>\nAPPENDIX P SIZING OF WATER PIPING SYSTEM
SECTION AP101 GENERAL
SECTION AP102 INFORMATION REQUIRED
SECTION AP103 SELECTION OF PIPE SIZE <\/td>\n<\/tr>\n
664<\/td>\nTABLE AP.1
TABLE AP.2 <\/td>\n<\/tr>\n
665<\/td>\nFIGURE AP103.3(1) EXAMPLE-SIZING <\/td>\n<\/tr>\n
666<\/td>\nTABLE AP103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS <\/td>\n<\/tr>\n
667<\/td>\nTABLE AP103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa <\/td>\n<\/tr>\n
668<\/td>\nTABLE AP103.3(3) TABLE FOR ESTIMATING DEMAND <\/td>\n<\/tr>\n
669<\/td>\nTABLE 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
670<\/td>\nTABLE 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
671<\/td>\nFIGURE AP103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B 88 COPPER TUBING) <\/td>\n<\/tr>\n
672<\/td>\nFIGURE AP103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B 88 COPPER TUBING) <\/td>\n<\/tr>\n
673<\/td>\nFIGURE AP103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B 88 COPPER TUBING) <\/td>\n<\/tr>\n
674<\/td>\nFIGURE AP103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa <\/td>\n<\/tr>\n
675<\/td>\nFIGURE AP103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa <\/td>\n<\/tr>\n
676<\/td>\nFIGURE AP103.3(7) FRICTION LOSS IN FAIRLY ROUGH PIPEa <\/td>\n<\/tr>\n
677<\/td>\nSECTION AP201 SELECTION OF PIPE SIZE <\/td>\n<\/tr>\n
678<\/td>\nTABLE 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
679<\/td>\nTABLE 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
680<\/td>\nCALIFORNIA RESIDENTIAL CODE \u2013 MATRIX ADOPTION TABLE APPENDIX Q \u2013 ICC INTERNATIONAL RESIDENTIAL CODE ELECTRICAL PROVISIONS\/NATIONAL ELECTRICAL CODE CROSS-REFERENCE <\/td>\n<\/tr>\n
682<\/td>\nAPPENDIX Q ICC INTERNATIONAL RESIDENTIAL CODE ELECTRICAL PROVISIONS\/NATIONAL ELECTRICAL CODE CROSS-REFERENCE <\/td>\n<\/tr>\n
696<\/td>\nCALIFORNIA 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
698<\/td>\nAPPENDIX R AREAS PROTECTED BY THE FACILITIES OF THE CENTRAL VALLEY FLOOD PROTECTION PLAN
TABLE R301.2(1) REVISION <\/td>\n<\/tr>\n
701<\/td>\nFIGURE K103.1 <\/td>\n<\/tr>\n
702<\/td>\nFIGURE K103.1 continued <\/td>\n<\/tr>\n
704<\/td>\nHISTORY NOTE APPENDIX <\/td>\n<\/tr>\n
706<\/td>\nINDEX <\/td>\n<\/tr>\n
712<\/td>\nI-CODE TOOLS FOR YOUR 2010 CALIFORNIA CODE <\/td>\n<\/tr>\n
713<\/td>\nMUST-HAVE TOOLS FOR YOUR RESIDENTIAL CODE <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

County of Los Angeles Residential Code Complete Code<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
CA<\/b><\/a><\/td>\n2011<\/td>\n713<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":136066,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2720],"product_tag":[],"class_list":{"0":"post-136061","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-ca","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/136061","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/136066"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=136061"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=136061"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=136061"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}