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#rdcHQ The Mother of All ToDo Lists

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FIGURE 705.7 EQUIVALENT OPENING FACTOR

FIGURE 721.2.1.3.1 CERAMIC FIBER JOINT PROTECTION

FIGURE 721.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS

FIGURE 721.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS

FIGURE 721.5.1 (1)DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS

FIGURE 721.5.1(2)GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVE IRS

FIGURE 721.5.1 (5)WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS

FIGURE 721.5.1(6)CONCRETE PROTECTED STRUCTURAL STEEL COLUMNS8 a,b

FIGURE 721.51(7)CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS

FIGURE 721.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS

FIGURE 11A-1A--INTERNATIONAL ACCESSIBILITY SYMBOL

FIGURE 11A-1C--WIDTH OF ACCESSIBLE ROUTE

FIGURE 11A-1D--MINIMUM CLEAR WIDTH FOR TWO WHEELCHAIRS

FIGURE 11A-1E--MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR

FIGURE 11A-1F--MINIMUM CLEAR WIDTH FOR TWO WHEELCHAIRS

FIGURE 11A-1G--MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS

FIGURE 11A-1H--MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS

FIGURE 11A-1K--MINIMUM CLEARANCES FOR SEATING AND TABLE

FIGURE 11A-1L--CORRIDOR OVER 200 FEET (60 960 mm)

FIGURE 11A-6D--RAMP LANDING AND DOORWAY

FIGURE 11A-7A--MINIMUM DIMENSIONS OF ELEVATOR CARS

FIGURE 11A-7B--ELEVATOR CONTROL PANEL

FIGURE 11A-7C--HOISTWAY AND ELEVATOR ENTRANCES

FIGURE 11A-8G--VESTIBULE

FIGURE 11A-8H--VESTIBULE (SERVING OTHER THAN A REQUIRED EXIT STAIRWAY)

FIGURE 11A-8I--THRESHOLDS

FIGURE 11A-8J--PLATFORM SECONDARY EXTERIOR DOOR

FIGURE 11A-9A--MULTIPLE ACCOMMODATION TOILET FACILITY

FIGURE 11A-11B--MOUNTING HEIGHTS AND CLEARANCES FOR TELEPHONES

FIGURE 11B-1B--MULTIPLE-ACCOMMODATION TOILET FACILITY

FIGURE 11B-3B--DRINKING FOUNTAINS--continued

FIGURE 11B-4--MOUNTING HEIGHTS AND CLEARANCES FOR TELEPHONES

FIGURE 11B-5A--MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS

FIGURE 11B-5E--WIDTH OF ACCESSIBLE ROUTE

FIGURE 11B-6--INTERNATIONAL ACCESSIBILITY SYMBOL

FIGURE 11B-7B--OBJECTS MOUNTED ON POSTS OR PYLONS

FIGURE 11B-7C--OVERHANGING AND OVERHEAD HAZARDS

FIGURE 11B-10--MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR

FIGURE 11B-11--MINIMUM CLEAR WIDTH FOR TWO WHEELCHAIRS

FIGURE 11B-12--WHEELCHAIR TURNING SPACE

FIGURE 11B-13--MINIMUM CLEARANCES FOR SEATING AND TABLE

FIGURE 11B-15--SPACE REQUIREMENTS FOR WHEELCHAIR SEATING

FIGURE 11B-22--CURB RAMPS AT MARKED CROSSING

FIGURE 11B-26A--LEVEL MANEUVERING CLEARANCE AT DOORS

FIGURE 11B-26B--LEVEL MANEUVERING CLEARANCE AT DOORS--continued

FIGURE 11B-26C--LEVEL MANEUVERING CLEARANCE AT DOORS--continued

FIGURE 11B-27--RAMPS AND SIDEWALKS

FIGURE 11 B-30--VESTIBULE

FIGURE 11B-31--VESTIBULE (SERVING OTHER THAN REQUIRED EXIT STAIRWAY)

FIGURE 11B-32--THRESHOLDS

FIGURE 11B-34--CORRIDOR OVER 200 FEET (60 960 mm)

FIGURE 11B-39--RAMP LANDING AND DOORWAY

FIGURE 11B-40A--MINIMUM DIMENSIONS OF ELEVATOR CARS

FIGURE 11C-1 CARD READERS MOUNTED IN FUEL DISPENSERS

FIGURE 11C-2 CARD READERS LOCATED ON FREE-STANDING PEDESTALS

FIGURE 1608.2 GROUND SNOW LOADS, pg FOR THE UNITED STATES (psf)

FIGURE 1608.2-continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)

FIGURE 1609 BASIC WIND SPEED (3-SECOND GUST)

FIGURE 1609--continued BASIC WIND SPEED (3-SECOND GUST)

FIGURE 1609-- continued BASIC WIND SPEED (3-SECOND GUST) WESTERN GULF OF MEXICO HURRICANE COASTLINE

FIGURE 1609 --continued BASIC WIND SPEED (3-SECOND GUST) EASTERN GULF OF MEXICO AND SOUTHEASTERN U.S. HURRICANE COASTLINE

FIGURE 1609-- continued BASIC WIND SPEED (3-SECOND GUST) MID AND NORTHERN ATLANTIC HURRICANE COASTLINE

FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES

[P] FIGURE 1611.1--continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES

[P] FIGURE 1611.1--continued 100-YEAR, 1-HOUR RAINFAL (INCHES) WESTERN UNITED STATES

[P] FIGURE 1611.1--continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA

[P] FIGURE 1611.1--continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII

FIGURE 1613.5(1) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B

FIGURE 1613.5(1)--continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B

FIGURE 1613.5(2) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B

FIGURE 1613.5(2)--continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B

FIGURE 1613.5(3) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B

FIGURE 1613.5(3)--continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B

FIGURE 1613.5(4) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B

FIGURE 1613.5(4)--continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B

FIGURE 1613.5(5) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B

FIGURE 1613.5(6) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B

FIGURE 1613.5(7) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 3 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% PERCENT OF CRITICAL DAMPING), SITE CLASS B

FIGURE 1613.5(8) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 3 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B

FIGURE 1613.5(9)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 4 OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B

FIGURE 1613.5(10) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR HAWAII OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B

FIGURE 1613.5(11)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR ALASKA OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B

FIGURE 1613.5(12) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR ALASKA OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B

FIGURE 1613.5(13) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR PUERTO RICO, CULEBRA, VIEQUES, ST. THOMAS, ST. JOHN AND ST. CROIX OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B

FIGURE 1613.5(14) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR GUAM AND TUTUILLA OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B

FIGURE 1614.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES

FIGURE 1608A.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)

FIGURE 1608A.2 -- GROUND SNOW LOADS, pg FOR THE UNITED STATES (psf)

FIGURE 1609 A BASIC WIND SPEED (3-SECOND GUST)

[P] FIGURE 1611A.1 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES

[P] FIGURE 1611.A.1--continued 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES

[P] FIGURE 1611A.1--continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA

[P] FIGURE 1611A.1--continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWALL

[P] FIGURE 1611A.1-continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII

FIGURE 1614A.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES

FIGURE 1904.3 WEATHERING PROBABILITY MAP FOR CONCRETE

FIGURE 1904A.3 WEATHERING PROBABILITY MAP FOR CONCRETE

FIGURE 2111.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION

FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION

FIGURE 2111 A.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION

FIGURE 2113A.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION

FIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING

FIGURE 2308.11.3.2 STEPPED FOOTING CONNECTION DETAILS

FIGURE 2308.11.3.3 OPENINGS IN HORIZONTAL DIAPHRAGMS

FIGURE 2308.12.6(1) BRACED WALL PANELS OUT OF PLANE

FIGURE 2308.12.6(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK

FIGURE 2308.12.6(3) FLOOR OR ROOF NOT SUPPORTED ON ALL EDGES

FIGURE 2308.12.6(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE

FIGURE 2308.12.6(5) BRACED WALL PANEL EXTENSION OVER OPENING

FIGURE 2308.12.6(6) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY

FIGURE 2308.12.6(7) BRACED WALL LINES NOT PERPENDICULAR

FIGURE 2308.12.6(8) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS

FIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP

FIGURE 31B-1--DEPTH AND CLEARANCE FOR POOLS WITH BOARDS ABOVE 30 INCHES (762 mm)

FIGURE 31B-2--DEPTH AND CLEARANCES FOR POOLS WITH DIVING BOARDS

FIGURE 31B-5--EFFECTIVE FENCING HEIGHT

FIGURE 31F-3-1 DESIGN ACCELERATION RESPONSE SPECTRA FOR THE PORTS OF LOS ANGELES AND LONG BEACH, 475 YEAR RETURN PERIOD (5% Critical Dampling)

FIGURE 31F-3-3 WIND SPEED CONVERSION FACTOR[3-12]

FIGURE 31F-3-4 CURRENT VELOCITY CORRECTION FACTOR (p. 23, OCIMF, 1997 [3.13])

FIGURE 31F-4-1 PIER AND WHARF CONFIGURATIONS

FIGURE 31 F-4-2-SIMPLIFIED SINGLE PILE MODEL OF A TIMBER PILE SUPPORTED STRUCTURE

FIGURE 31F-5-1 TYPICAL PIER AND WHARF CONFIGURATIONS

FIGURE 31 F-5-5 BERTHING ENERGY CAPACITY

FIGURE 31F-7-1 STRESS-STRAIN CURVES FOR CONFINED AND UNCONFINED CONCRETE [7.1]

FIGURE 31F-7-2 STRESS-STRAIN CURVE FOR MILD REINFORCING STEEL OR STRUCTURAL STEEL [7.1]

FIGURE 31F-7-3 STRESS-STRAIN CURVE FOR PRESTRESSED STEEL [7.4]

FIGURE 31F-7-4 INFLUENCE OF PILE/SOIL STIFFNESS RATIO ON PLASTIC HINGE LENGTH (after Fig. 5.30 of [7.1])

FIGURE 31F-7-5 MOMENT CURVATURE ANALYSIS

FIGURE 31F-7-6 CONCRETE SHEAR MECHANISM (from Fig. 3-30 of [7.2])

FIGURE 31F-7-10 DEGRADATION OF EFFECTIVE PRINCIPAL TENSION STRENGTH WITH JOINT SHEAR STRAIN (rotation) [7.1, pg. 564]

FIGURE 31F-7-12 JOINT ROTATION

FIGURE 31F-7-13 EQUIVALENT PILE CURVATURE

FIGURE 31F-7-14 PUSHOVER CURVE FOR ORDINARY BATTER PILES

FIGURE 31F-7-15 ASSUMED IN-GROUND FIXITY

CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX A -- EMPLOYEE QUALIFICATIONS (Not Adopted by State Agencies

CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX B -- BOARD OF APPEALS (Not Adopted by State Agencies)

CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX D -- FIRE DISTRICTS (Not Adopted by State Agencies)

CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX E -- RESERVED

CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX E -- RESERVED [dup]

CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX G- FLOOD RESISTANT CONSTRUCTION (Not Adopted by State Agencies)

CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX H-SIGNS (Not Adopted by State Agencies)

FIGURE J107.3 BENCHING DETAILS

FIGURE R301.2(1) ISOLINES OF THE 97 PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES (deg F)

FIGURE R301.2(2) SEISMIC DESIGN CATEGORIES--SITE CLASS D

FIGURE R301.2(2)--continued SEISMIC DESIGN CATEGORIES--SITE CLASS D

FIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETE

FIGURE R301.2(4) BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL

FIGURE R301.2(4)--continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL

FIGURE R301.2(4)--continued BASIC WIND SPEEDS FOR 50-YEAR MEAN ECURRENCE INTERVAL

FIGURE R301.2(4)--continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL

FIGURE R301.2(5) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb/ft2)

FIGURE R301.2(5)--continued GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb/ft2)

FIGURE R301.2(6) TERMINTE INFESTATION PROBABILITY MAP

FIGURE R301.2.1.5.1(1) TOPOGRAPHIC FEATURES FOR WIND SPEED-UP EFFECT

FIGURE R301.2.1.5.1(3) ILLUSTRATION OF WHERE ON A TOPOGRAPHIC FEATURE, WIND SPEED INCREASE IS APPLIED

FIGURE R403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS

FIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION

FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION

FIGURE R403.1.3.2 DOWELS FOR SLABS-ON-GROUND WITH TURNED-DOWN FOOTINGS

FIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES

FIGURE R403.3(1) INSULATION PLACEMENT FOR FROST PROTECTED FOOTINGS IN HEATED BUILDINGS

FIGURE R403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD

FIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE

FIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE

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

FIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS

FIGURE 502.2.2.3 DECK ATTACHMENT FOR LATERAL LOADS

FIGURE R502.8 CUTTING, NOTCHING AND DRILLING

FIGURE R505.2(2) TRACK SECTION

FIGURE R505.2.5.3 WEB HOLE PATCH

FIGURE R505.3.1(2) FLOOR TO WOOD SILL CONNECTION

FIGURE R505.3.1(3) FLOOR TO FOUNDATION CONNECTION

FIGURE R505.3.1(4) CANTILEVERED FLOOR TO FOUNDATION CONNECTION

FIGURE R505.3.1(5) CANTILEVERED FLOOR TO WOOD SILL CONNECTION

FIGURE R505.3.1(6) CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION

FIGURE R505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL

FIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL

FIGURE R505.3.1(9) BEARING STIFFENERS FOR END JOISTS

FIGURE R505.3.7 TRACK SPLICE

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

FIGURE R505.3.8(3) COLD-FORMED STEEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION--6-FOOT OPENING

FIGURE R505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION--8-FOOT OPENING

FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING

FIGURE R602.6(1)NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS

FIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS

FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING

FIGURE R602.7.2 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION

FIGURE R602.10.1.3 ANGLED CORNERS

FIGURE R602.10.1.4(2) BRACED WALL PANEL END DISTANCE REQUIREMENTS (SDC A, B AND C)

FIGURE R602.10.4.4(1) TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS SHEATHING

FIGURE R602.10.6(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING

FIGURE R602.10.6.2(2) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES

FIGURE R602.10.6.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES

FIGURE R602.10.7 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS

FIGURE R602.12 HOLD DOWNS AT EXTERIOR AND INTERIOR BRACED WALL PANELS

FIGURE R603.2(1) C-SHAPED SECTION

FIGURE R603.2(2) TRACK SECTION

FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION

FIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION

FIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY

FIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL

FIGURE R603.3.5 TRACK SPLICE

FIGURE R603.6.1(1)BOX BEAM HEADER IN GABLE ENDWALL

FIGURE R603.6.1(2)BACK-TO-BACK HEADER IN GABLE ENDWALL

FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN

FIGURE R603.9.2 CORNER STUD HOLD DOWN DETAIL

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

FIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C

FIGURE R606.11 (3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1, OR D2

FIGURE R610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE

FIGURE R611.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION

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

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

FIGURE R611.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS

FIGURE R611.8(3) LINTELS FOR WAFFLE-GRID WALLS

FIGURE R611.8(4) LINTELS FOR SCREEN-GRID WALLS

FIGURE R611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR

FIGURE R611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL FRAMING PARALLEL

FIGURE R611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PARALLEL

FIGURE R611.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR

FIGURE R611.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL

FIGURE R611.9(7)COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR

FIGURE R611.9(8)COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL

FIGURE R611.9(9) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR

FIGURE R611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL FRAMING PARALLEL

FIGURE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR

FIGURE R611.9(12)COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL

FIGURE R612.8(1) THROUGH THE FRAME

FIGURE R612.8(2) FRAME CLIP

FIGURE R612.8(3) FRAME CLIP

FIGURE R612.8(4) THROUGH THE FRAME

FIGURE R612.8(5) THROUGH THE FLANGE

FIGURE R612.8(6) THROUGH THE FLANGE

FIGURE R612.8(7)FRAME CLIP

FIGURE R612.8(8)THROUGH THE FLANGE

FIGURE R613.5(1)MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS

FIGURE R613.5(2)MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS

FIGURE R613.5(3)TRUSSED ROOF TO TOP PLATE CONNECTION

FIGURE R613.5(4) SIP WALL TO WALL PLATFORM FRAME CONNECTION

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

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

FIGURE R703.7--continued MASONRY VENEER WALL DETAILS

FIGURE R703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLE

FIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS

FIGURE R703.7.3.2 MASONRY VENEER OPENING

FIGURE R804.3.1.1(1) JOIST TO RAFTER CONNECTION

FIGURE R804.3.1.4(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPE, TRACK OR COLD-ROLLED CHANNEL

FIGURE R804.3.1.4(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING

FIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS

FIGURE R804.3.2.4 HIP MEMBER OR RIDGE MEMBER CONNECTION

FIGURE R804.3.3.4(1) JACK RAFTER CONNECTION AT EAVE

FIGURE R804.3.3.4(3) HIP CONNECTIONS AT RIDGE

FIGURE R804.3.3.4(4) HIP CONNECTIONS AT RIDGE AND BOX COLUMN

FIGURE R804.3.3.4(5) HIP MEMBER CONNECTION AT WALL CORNER

FIGURE R804.3.6(2) HEADER TO TRIMMER CONNECTION

FIGURE R804.3.8(1) CEILING DIAPHRGAM TO GABLE ENDWALL, DETAIL

FIGURE R804.3.8(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL

FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS

FIGURE R1003.18 CHIMNEY CLEARANCE FROM COMBUSTIBLES

CALIFORNIA RESIDENTIAL CODE - MATRIX ADOPTION TABLE APPENDIX A - SIZING AND CAPACITIES OF GAS PIPING

CALIFORNIA RESIDENTIAL CODE -- MATRIX ADOPTION TABLE APPENDIX B -- SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES, AND APPLIANCES LISTED FOR USE WITH TYPE B VENTS

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

FIGURE B-11 USE OF MANIFOLD COMMON VENT CONNECTOR

FIGURE B-13 MULTISTORY GAS VENT DESIGN PROCEDURE FOR EACH SEGMENT OF SYSTEM

FIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE

FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE

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

CALIFORNIA RESIDENTIAL CODE - MATRIX ADOPTION TABLE APPENDIX C - EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS

CALIFORNIA RESIDENTIAL CODE--MATRIX ADOPTION TABLE APPENDIX D--RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION

CALIFORNIA RESIDENTIAL CODE -- MATRIX ADOPTION TABLE APPENDIX E -- MANUFACTURED HOUSING USED AS DWELLINGS

CALIFORNIA RESIDENTIAL CODE-MATRIX ADOPTION TABLE APPENDIX F - RADON CONTROL METHODS

FIGURE AF102 RADON-RESISTANT CONSTRUCTION DETAILS FOR FOUR FOUNDATION TYPES

CALIFORNIA RESIDENTIAL CODE -- MATRIX ADOPTION TABLE APPENDIX G -- SWIMMING POOLS, SPAS AND HOT TUBS

CALIFORNIA RESIDENTIAL CODE--MATRIX ADOPTION TABLE APPENDIXI--PRIVATE SEWAGE DISPOSAL

[dup]

CALIFORNIA RESIDENTIAL CODE--MATRIX ADOPTION TABLE APPENDIXI--PRIVATE SEWAGE DISPOSAL

CALIFORNIA RESIDENTAL CODE - MATRIX ADOPTION TABLE APPENDIX K - SOUND TRANSMISSION

CALIFORNIA RESIDENTIAL CODE -- MATRIX ADOPTION TABLE APPENDIX L -- PERMIT FEES

CALIFORNIA RESIDENTIAL CODE - MATRIX ADOPTION TABLE APPENDIX M - HOME DAY CARE-R-3 OCCUPANCY

CALIFORNIA RESIDENTIAL CODE -- MATRIX ADOPTION TABLE APPENDIX N -- VENTING METHODS

CALIFORNIA RESIDENTIAL CODE -- MATRIX ADOPTION TABLE APPENDIX O -- GRAY WATER RECYCLING SYSTEMS

CALIFORNIA RESIDENTIAL CODE -- MATRIX ADOPTION TABLE APPENDIX P -- SIZING OF WATER PIPING SYSTEM

FIGURE AP103.3(2) FRICTION LOSS IN SMOOTH PIPE a (TYPE K, ASTM B 88 COPPER TUBING)

FIGURE AP103.3(3) FRICTION LOSS IN SMOOTH PIPE a (TYPE L, ASTM B 88 COPPER TUBING)

FIGURE AP103.3(4) FRICTION LOSS IN SMOOTH PIPE a (TYPE M, ASTM B 88 COPPER TUBING)

FIGURE AP103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPE a

FIGURE AP103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPE a

FIGURE AP103.3(7) FRICTION LOSS IN FAIRLY ROUGH PIPE a

CALIFORNIA RESIDENTIAL CODE -- MATRIX ADOPTION TABLE APPENDIX Q -- ICC INTERNATIONAL RESIDENTIAL CODE ELECTRICAL PROVISIONS -- NATIONAL ELECTRICAL CODE CROSS-REFERENCE

Figure 90.3 Code Arrangement

Figure 210.52(C)(1) Determination of Area Behind a Range, or Counter-Mounted Cooking Unit or Sink.

Figure 220.1 Branch-Circuit, Feeder, and Service

Figure 230.1 Services.

Figure 310.60 Cable Installation Dimensions for Use with Table 310.77 Through Table 310.86.

FPN Figure 505.9(C)(2) Zone Equipment Marking

Figure 514.3 Classified Areas Adjacent to Dispensers as Detailed in Table 514.3(B)(1). [30a:Figure 8.3.1]

Figure 515.3 Marine Terminal Handling Flammable Liquids. [30:Figure 7.7.16]

Figure 516.3(C)(2) Class I, Division 2, Class I, Zone 2, or Class II, Division 2 Locations Adjacent to a Closed Top, Open Face, or Open Front Spray Booth or Room. [33:Figures 6.5.2(a) and 6.5.2(b)]

Figure 516.3(C)(5) Electrical Area Classification for Open Processes Without Vapor Containment or Ventilation. [34:Figure 6.4(a)]

Figure 550.10(C) 50-Ampere, 125/250-Volt Receptacle and Attachment Plug Cap Configurations, 3-Pole, 4-Wire, Grounding-Types, Used for Mobile Home Supply Cords and Mobile Home Parks.

Figure 551.46(C) Configurations for Grounding-Type Receptacles and Attachment Plug Caps Used for Recreational Vehicle Supply Cords and Recreational Vehicle Lots.

Figure 552.44(C) Attachment Cap and Receptacle Configurations.

Figure 690.1(A) Identification of Solar Photovoltaic System Components.

Figure 725.121 Class 2 and Class 3 Circuits.

Figure 725.154(G) Cable Substitution Hierarchy

Figure 760.154(D) Cable Substitution Hierarchy.

Figure 770.154(E)Cable Substitution Hierarchy.

Figure 800.154 (E) Cable Substitution Hierarchy.

Figure 820.154(E) Cable Substitution Hierarchy.

Figure B.310.2 Cable Installation Dimensions for Use with Table B.310.5 Through Table B.310.10.

FIGURE 3-1 EXTENT OF PROTECTION REQUIRED TO REDUCE CLEARANCES FROM APPLIANCE, CHIMNEY, OR VENT CONNECTORS.

EXTENT OF PROTECTION REQUIRED TO REDUCE CLEARANCES FROM DUCTS.

FIGURE 5-1 TYPICAL SECTION OF EYEBROW-TYPE HOOD. [NFPA 96:5.1.8.1]

FIGURE 5-6(a)TYPICAL SECTION OF DUCT-TO-FAN CONNECTION--BUTT JOINT METHOD. [NFPA 96:8.1.2.2(a)]

FIGURE 5-6(b)TYPICAL SECTION OF DUCT-TO-FAN CONNECTION--OVERLAPPING METHOD. [NFPA 96:8.1.2.2(b)]

FIGURE 5-6(c) TYPICAL SECTION OF DUCT-TO-FAN CONNECTION-- SEALANT METHOD. [NFPA 96:8.1.2.2(c)]

FIGURE 5-6(d) TYPICAL SECTION OF DUCT-TO-FAN CONNECTION--DIRECT TO FAN INLET CONE METHOD. [NFPA 96:8.1.2.2(d)]

FIGURE 7-1 ALL COMBUSTION AIR FROM ADJACENT INDOOR SPACES THROUGH INDOOR COMBUSTION AIR OPENINGS. [NFPA 54: A.9.3.2.3(1)]

FIGURE 7-2 ALL COMBUSTION AIR FROM OUTDOORS--INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC. [NFPA 54: A.9.3.3.1(1)(A)]

FIGURE 7-3 ALL COMBUSTION AIR FROM OUTDOORS THROUGH VENTILATED ATTIC. [NFPA 54: A.9.3.3.1(1)(B)]

FIGURE 7-4 ALL COMBUSTION AIR FROM OUTDOORS THROUGH HORIZONTAL DUCTS. [NFPA 54: A.9.3.3.1(2)]

FIGURE 7-5 ALL COMBUSTION AIR FROM OUTDOORS THROUGH SINGLE COMBUSTION AIR OPENING. [NFPA 54:A.9.3.3.2]

FIGURE 8-1 TYPICAL TERMINATION LOCATIONS FOR CHIMNEYS AND SINGLE-WALL METAL PIPES SERVING RESIDENTIAL-TYPE AND LOW-HEAT APPLIANCE. [NFPA 54: FIGURE 12.6.2.1]

FIGURE 8-2 GAS VENT TERMINATION LOCATIONS FOR LISTED CAPS 12 IN. (300 MM) OR LESS IN SIZE AT LEAST 8 FT. (2.4 M) FROM A VERTICAL WALL. [NFPA 54: FIGURE 12.7.2]

FIGURE 8-3 PLAN VIEW OF PRACTICAL SEPARATION METHOD FOR MULTISTORY GAS VENTING. [NFPA 54: FIGURE 12.7.4.2]

FIGURE 8-4 USE OF MANIFOLDED COMMON VENT CONNECTOR. [NFPA 54: FIGURE G.1(k)]

FIGURE 8-5 MULTISTORY GAS VENT DESIGN PROCEDURE FOR EACH SEGMENT OF SYSTEM. [NFPA 54: FIGURE G.1(m)]

FIGURE 8-6 PRINCIPLE OF DESIGN OF MULTISTORY VENTS USING VENT CONNECTOR AND COMMON VENT DESIGN TABLES. [NFPA 54: FIGURE G.1 (n)]

FIGURE 9-1(b) WALL PROTECTOR CLEARANCE REDUCTION SYSTEM. [NFPA 54: FIGURE 10.3.2.2(2)]

FIGURE 9-1(c) MASONRY CLEARANCE REDUCTION SYSTEM. [NFPA 54: FIGURE 10.3.2.2(3)]

FIGURE 9-2 INSTALLATION OF TYPE B-W GAS VENTS FOR VENTED WALL FURNACES.

FIGURE 13-1 METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP.

FIGURE 13-2 EXAMPLE ILLUSTRATING USE OF TABLES 13-1 AND 13-7

TABLE 6-2-G RECTANGULAR DUCT TRANSVERSE REINFORCEMENT FOR DUCT MATERIAL THICKNESSES FROM 0.030 (22 ga.) (0.76 mm) TO 0.019 (26 ga.) (0.48 mm)

TABLE 6--2--H RECTANGULAR DUCT TRANSVERSE REINFORCEMENT FOR DUCT MATERIAL THICKNESSES FROM 0.058 (16 ga.) (1.47 mm) TO 0.036 (20 ga.) (0.91 mm)

TABLE 6--2--1 TRANSVERSE JOINT REINFORCEMENT FOR TABLES 6--2--G AND 6--2--H

TABLE 6-2-K TRANSVERSE JOINT REPLACEMENT FOR TABLES NOS. 6-2-G, 2-H, 2-L, 2-N, AND 2-O

TABLE 6-2-K (continued)

TABLE NO. 6-2-L RECTANGULAR DUCT REINFORCEMENT

TABLE NO. 6-2-M RECTANGULAR DUCT REINFORCEMENT

TABLE NO.6-2-N RECTANGULAR DUCT REINFORCEMENT

TABLE 6-2-O RECTANGULAR DUCT REINFORCEMENT

CALIFORNIA PLUMBING CODE - MATRIX ADOPTION TABLE

FIGURE 5-1 TYPICAL TERMINATION LOCATIONS FOR CHIMNEYS AND SINGLE-WALL METAL PIPES SERVING RESIDENTIAL-TYPE AND LOW-HEAT APPLIANCE [NFPA 54: FIGURE 12.6.2.1]

FIGURE 5-2 GAS VENT TERMINATION LOCATIONS FOR LISTED CAPS 12 INCH (300 MM) OR LESS IN SIZE NOT LESS THAN 8 FEET (2.4m) FROM A VERTICAL WALL [NFPA 54: FIGURE 12.7.2 AND TABLE 12.7.2]

FIGURE 5-3 PLAN VIEW OF PRACTICAL SEPARATION METHOD FOR MULTISTORY GAS VENTING.[NFPA 54: FIGURE 12.7.4.2]

FIGURE 5-4 EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS APPLIANCES OR VENT CONNECTORS [NFPA 54: FIGURE 10.3.2.2(1)]

FIGURE 5-5 WALL PROTECTION REDUCTION SYSTEM.[NFPA 54: FIGURE 10.3.2.2(2)]

FIGURE 5-6 MASONRY CLEARANCE REDUCTION SYSTEM.[NFPA 54: FIGURE 10.3.2.2(3)]

FIGURE 5-7 ALL COMBUSTION AIR FROM ADJACENT INDOOR SPACES THROUGH INDOOR COMBUSTION AIR OPENINGS. [NFPA 54: FIGURE A.9.3.2.3(1)]

FIGURE 5-8 ALL COMBUSTION AIR FROM OUTDOORS. INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC. [NFPA 54: FIGURE A.9.3.3.1(a)]

FIGURE 5-9 ALL COMBUSTION AIR FROM OUTDOORS THROUGH VENTILATED ATTIC. [NFPA 54: FIGURE A.9.3.3.1(1)(b)]

FIGURE 5-10 ALL COMBUSTION AIR FROM OUTDOORS THROUGH HORIZONTAL DUCTS. [NFPA 54: FIGURE A.9.3.3.1(2)]

FIGURE 5-11 ALL COMBUSTION AIR FROM OUTDOORS THROUGH SINGLE COMBUSTION AIR OPENING. [NFPA 54: FIGURE A.9.3.3.2]

FIGURE 5-13 RANGE OF WINTER DESIGN TEMPERATURES USED IN ANALYZING EXTERIOR MASONRY CHIMNEYS IN THE UNITED STATES. [NFPA 54: FIGURE G.2.4]

FIGURE G.1(a) TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A TYPE B DOUBLE-WALL VENT.

FIGURE G.1(b) TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A SINGLE-WALL METAL VENT CONNECTOR.

FIGURE G.1(c) VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A MASONRY CHIMNEY AND A TYPE B DOUBLE-WALL VENT CONNECTOR.

FIGURE G.1(d) VENT SYSTEM SERVING A SINGLE APPLIANCE USING A MASONRY CHIMNEY AND A SINGLE-WALL METAL VENT CONNECTOR.

FIGURE G.1(e) ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING A SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE

FIGURE G.1(f) VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND TYPE B DOUBLE-WALL VENT CONNECTORS

FIGURE G.1(g) VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND SINGLE-WALL METAL VENT CONNECTORS.

FIGURE G.1(h) MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT CONNECTORS.

FIGURE G.1(i) MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH SINGLE-WALL VENT CONNECTORS.

FIGURE G.1(j) ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING TWO OR MORE DRAFT-HOOD-EQUIPPED APPLIANCES.

FIGURE G.1(k) USE OF MANIFOLDED COMMON VENT CONNECTOR.

FIGURE G.1(n) PRINCIPLES OF DESIGN OF MULTISTORY VENTS USING VENT CONNECTOR AND COMMON VENT DESIGN TABLES.

FIGURE G.1.1 SINGLE DRAFT HOOD-EQUIPPED APPLIANCE -- EXAMPLE 1

FIGURE G.1.2 SINGLE FAN-ASSISTED APPLIANCE -- EXAMPLE 2

FIGURE G.2.1 COMMON VENTING TWO DRAFT HOOD-EQUIPPED APPLIANCES -- EXAMPLE 4

FIGURE G.2.2 COMMON VENTING A DRAFT HOOD-EQUIPPED WATER HEATER WITH A FAN-ASSISTED FURNACE INTO A TYPE B DOUBLE-WALL COMMON VENT--EXAMPLE 5(a).

SIZING METHOD EXAMPLE USING TABLE 6-7 PUBLIC USE FIXTURES

FIGURE 12-2 EXAMPLE ILLUSTRATING USE OF TABLES 12-1 AND 12-8

CHART A-2 (Metric) ESTIMATE CURVES FOR DEMAND LOAD

CHART A-3 (METRIC) ENLARGED SCALE DEMAND LOAD

FIGURE G-1 GRAYWATER SYSTEM TANK - GRAVITY (CONCEPTUAL)

FIGURE G-2 GRAYWATER SYSTEM TANK - PUMPED (CONCEPTUAL)

FIGURE G-3 GRAYWATER SYSTEM MULTIPLE TANK INSTALLATION (CONCEPTUAL)

FIGURE G-4 GRAYWATER SYSTEM UNDERGROUND TANK--PUMPED (CONCEPTUAL)

FIGURE 1 AREAS OF HOSE AND FITTINGS TO BE SOFTENED (DISSOLVED) AND PENETRATED

FIGURE 2 CEMENT COATINGS OF SUFFICIENT THICKNESS

FIGURE 3 ASSEMBLY OF SURFACES WHILE THEY ARE WET AND SOFT

FLOW IN PARTLY FILLED (ONE-HALF FULL) PIPES (BASED ON MANNING'S FORMULA WITH n = 0.012)

FLOW IN PARTLY FILLED (FULL) PIPES (BASED ON MANNING'S FORMULA WITH n = 0.012)

EQUATION 151-A CALCULATION OF INTERIOR MASS CAPACITY <--MathML

CALIFORNIA FIRE CODE-MATRIX ADOPTION TABLE CHAPTER 16 - FRUIT AND CROP RIPENING (Not adopted by the State Fire Marshal)

CALIFORNIA FIRE CODE-MATRIX ADOPTION TABLE APPENDIX A -- BOARD OF APPEALS(Not adopted by the State Fire Marshal

CALIFORNIA FIRE CODE-MATRIX ADOPTION TABLE APPENDIX D - FIRE APPARATUS ACCESS ROADS (Not adopted by the State Fire Marshal)

FIGURE D103.1 DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND

FIGURE D103.6 FIRE LANE SIGNS

CALIFORNIA FIRE CODE-MATRIX ADOPTION TABLE APPENDIX E -- HAZARD CATEGORIES (Not adopted by the State Fire Marshal)

CALIFORNIA FIRE CODE-MATRIX ADOPTION TABLE APPENDIX F-- HAZARD RANKING (Not adopted by the State Fire Marshal)

CALIFORNIA FIRE CODE-MATRIX ADOPTION TABLE APPENDIX G--CRYOGENIC FLUIDS--WEIGHT AND VOLUME EQUIVALENTS (Not adopted by the State Fire Marshal)

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CALIFORNIA FIRE CODE-MATRIX ADOPTION TABLE APPENDIX I -- FIRE PROTECTION SYSTEMS-NONCOMPLIANT CONDITIONS (Not adopted by the State Fire Marshal)

CALIFORNIA FIRE CODE-MATRIX ADOPTION TABLE APPENDIX J -- EMERGENCY RESPONDER RADIO COVERAGE (Not adopted by the State Fire Marshal)

Construction Waste Management (CWM) Plan <- text not OCR'd?

Construction Waste Management (CWM) Worksheet

Construction Waste Management (CWM) Acknowledgement

SAMPLE RESOLUTION FOR ADOPTION OF THE TIER 1 OR TIER 2 PROVISIONS OF THE CALIFORNIA GREEN BUILDING STANDARDS CODE WITH OR WITHOUT ADDITIONAL ITEMS NECESSARY TO ADDRESS INNOVATIVE CONCEPTS OR LOCAL ENVIRONMENTAL CONDITIONS.