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#rdcHQ The Mother of All ToDo Lists

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gov.ca.bsc.2010.01.html
FIGURE 2.1
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gov.ca.bsc.2010.02.1.html
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
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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
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FIGURE 11A-1A--INTERNATIONAL ACCESSIBILITY SYMBOL
FIGURE 11A-1B--OVERHANGING OBSTRUCTION
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-11--FORWARD REACH
FIGURE 11A-1J--SIDE REACH
FIGURE 11A-1K--MINIMUM CLEARANCES FOR SEATING AND TABLE
FIGURE 11A-1L--CORRIDOR OVER 200 FEET (60 960 mm)
FIGURE 11A-2C--DIAGONAL PARKING STALLS
FIGURE 11A-3A--CURB DETAILS
FIGURE 11A-3B--CURB DETAIL
FIGURE 11A-3C--CURB DETAIL
FIGURE 11A-3D--CURB DETAIL
FIGURE 11A-3E--CURB DETAIL
FIGURE 11A-3E--CURB DETAIL
FIGURE 11A-3H--CURB DETAIL
FIGURE 11A-3I--CURB DETAIL
FIGURE 11A-3K--CURB DETAIL
FIGURE 11A-5A--RAMPS AND SIDEWALKS
FIGURE 11A-6D--RAMP LANDING AND DOORWAY
FIGURE 11A-6E--STAIR HANDRAILS
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-9B
FIGURE 11A-9C--GRAB BAR SECTION
FIGURE 11A-9D--KNEE CLEARANCE
FIGURE 11A-9F--GRAB BARS AT BATHTUBS
FIGURE 11A-9G
FIGURE 11A-9H--ROLL-IN SHOWER
FIGURE 11A-9I--ROLL-IN SHOWER
FIGURE 11A-11A--WATER FOUNTAINS
FIGURE 11A-11B--MOUNTING HEIGHTS AND CLEARANCES FOR TELEPHONES
FIGURE 11B-1A
FIGURE 11B-1B--MULTIPLE-ACCOMMODATION TOILET FACILITY
FIGURE 11 B-1D--KNEE CLEARANCE
FIGURE 11B-1E--CLEARANCES AT WATER CLOSETS
FIGURE 11B-2A--SHOWER STALLS (continued)
FIGURE 11B-2B--SHOWER STALLS--continued
FIGURE 11B-2C--SHOWER STALLS--continued
FIGURE 11B-3A--DRINKING FOUNTAINS
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-5B--DOOR WIDTH
FIGURE 11B-5C--FORWARD REACH
FIGURE 11B-5D--SIDE REACH
FIGURE 11B-5E--WIDTH OF ACCESSIBLE ROUTE
FIGURE 11B-5F--ATM REACH RANGE LIMITS
FIGURE 11B-6--INTERNATIONAL ACCESSIBILITY SYMBOL
FIGURE 11B-7A--PROTRUDING OBJECTS
FIGURE 11B-7B--OBJECTS MOUNTED ON POSTS OR PYLONS
FIGURE 11B-7C--OVERHANGING AND OVERHEAD HAZARDS
FIGURE 11B-7E
FIGURE 11B-9--GRAB BARS AT BATHTUBS
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-16--FOOD SERVICE LINES
FIGURE 11B-17--TABLEWARE AREAS
FIGURE 11B-19A--CURB DETAILS
FIGURE 11B-19B--CURB DETAIL
FIGURE 11B-19C--CURB DETAIL
FIGURE 11B-20A--CURB DETAIL--CASES A AND B
FIGURE 11B-20B--CURB DETAIL--CASES C AND D
FIGURE 11B-20C--CURB DETAIL--CASES E AND F
FIGURE 11B-20D--CURB DETAIL--CASES G AND H
FIGURE 11B-20E--CURB SECTIONS
FIGURE 11B-21--RETURNED CURB STYLE
FIGURE 11B-22--CURB RAMPS AT MARKED CROSSING
FIGURE 11B-25--OBSTRUCTIONS
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 11B-28--OVERHANGING OBSTRUCTION
FIGURE 11B-29--DOOR CONSTRUCTION
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-37--STAIR HANDRAILS
FIGURE 11B-39--RAMP LANDING AND DOORWAY
FIGURE 11B-40A--MINIMUM DIMENSIONS OF ELEVATOR CARS
FIGURE 11B-40B--ELEVATOR CONTROL PANEL
FIGURE 11C-1 CARD READERS MOUNTED IN FUEL DISPENSERS
FIGURE 11C-2 CARD READERS LOCATED ON FREE-STANDING PEDESTALS
gov.ca.bsc.2010.02.2.html
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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
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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
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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)
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[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
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FIGURE 1614A.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
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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
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[CHART]
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-2-1
FIGURE 31F-3-1 DESIGN ACCELERATION RESPONSE SPECTRA FOR THE PORTS OF LOS ANGELES AND LONG BEACH, 475 YEAR RETURN PERIOD (5% Critical Dampling)
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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
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FIGURE 31F-5-1 TYPICAL PIER AND WHARF CONFIGURATIONS
[SCHEMATIC]
FIGURE 31 F-5-3 VERTICAL LINE ANGLES [5.4]
FIGURE 31 F-5-5 BERTHING ENERGY CAPACITY
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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-7-8 AXIAL FORCE SHEAR MECHANISM
FIGURE 31F-7-9 DEVELOPMENT LENGTH
FIGURE 31F-7-10 DEGRADATION OF EFFECTIVE PRINCIPAL TENSION STRENGTH WITH JOINT SHEAR STRAIN (rotation) [7.1, pg. 564]
[SCHEMATIC]
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
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[FORM]
[SCHEMATIC]
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 K103.1 N.T.S.
gov.ca.bsc.2010.02.5.html
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(2)--continued SEISMIC DESIGN CATEGORIES--SITE CLASS D
FIGURE R301.2(2)--continued 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(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 R502.2 FLOOR CONSTRUCTION
FIGURE 502.2.2.3 DECK ATTACHMENT FOR LATERAL LOADS
FIGURE R502.8 CUTTING, NOTCHING AND DRILLING
FIGURE R505.1.2 IN-LINE FRAMING
FIGURE R505.2(2) TRACK SECTION
FIGURE R505.2.5.1 FLOOR JOIST WEB HOLES
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 R505.3.3.2(1) JOIST BLOCKING (SOLID)
FIGURE R505.3.4(2) BEARING STIFFENER
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 R602.3(2) FRAMING DETAILS
[SCHEMATIC]
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)
[SCHEMATIC]
[SCHEMATIC]
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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(1) WALL TO FLOOR CONNECTION
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 R603.4 CORNER FRAMING
FIGURE R603.6(1)BOX BEAM HEADER
FIGURE 601.6(2)BACK-TO-BACK HEADER
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 R611.3(1) FLAT WALL SYSTEM
FIGURE R611.3(2) WAFFLE-GRID WALL SYSTEM
FIGURE R611.3(3) SCREEN-GRID WALL SYSTEM
FIGURE R611.5.4(1) LAP SPLICE
FIGURE R611.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION
FIGURE R611.5.4(3) STANDARD HOOKS
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
[CHART]
FIGURE R611.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS
FIGURE R611.8(2) LINTEL FOR FLAT WALLS
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
[SCHEMATIC]
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(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 R613.4 SIP WALL PANEL
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 R613.9 SIP CORNER FRAMING DETAIL
FIGURE R703.7 MASONRY VENEER WALL DETAILS
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 R802.5.1 BRACED RAFTER CONSTRUCTION
FIGURE R804.1.2 IN-LINE FRAMING
FIGURE R804.3.1.1(1) JOIST TO RAFTER CONNECTION
FIGURE R804.3.1.1(2) BEARING STIFFENER
FIGURE R804.3.1.4(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPE, TRACK OR COLD-ROLLED CHANNEL
FIGURE R804.3.1.4(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING
FIGURE R804.3.1.5 SPLICED CEILING JOISTS
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(2) HIP SUPPORT COLUMN
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(1) ROOF OR CEILING OPENING
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 R804.3.8(3) ROOF BLOCKING DETAIL
FIGURE R903.5 HAIL EXPOSURE MAP
FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS
FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES
FIGURE R1003.18 CHIMNEY CLEARANCE FROM COMBUSTIBLES
FIGURE R1003.20 CHIMNEY CRICKET
CALIFORNIA RESIDENTIAL CODE - MATRIX ADOPTION TABLE APPENDIX A - SIZING AND CAPACITIES OF GAS PIPING
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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
[SCHEMATIC]
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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-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
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
FIGURE B-19
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 AF101 EPA MAP OF RADON ZONES
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 K103.1 N.T.S. [see 700_01]
gov.ca.bsc.2010.03.html
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.
Figure 430.1 Article 430 Contents.
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.
FPN Figure 620.2 Control System
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.310.1
Figure B.310.2 Cable Installation Dimensions for Use with Table B.310.5 Through Table B.310.10.
FPN Figure B.310.3
FPN Figure B.310.4
FPN Figure B.310.5
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Figure D9 Generator Field Control.
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FIGURE 3-1 EXTENT OF PROTECTION REQUIRED TO REDUCE CLEARANCES FROM APPLIANCE, CHIMNEY, OR VENT CONNECTORS.
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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.
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FIGURE 13-1 METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP.
FIGURE 13-2 EXAMPLE ILLUSTRATING USE OF TABLES 13-1 AND 13-7
SPIRAL AND LONGITUDINAL SEAMS
TRANSVERSE JOINTS
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--1 (continued)
TABLE 6--2--1 (continued)
TABLE 6--2--J INTERMEDIATE REINFORCEMENT
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
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CALIFORNIA PLUMBING CODE - MATRIX ADOPTION TABLE
CALIFORNIA PLUMBING CODE - MATRIX ADOPTION TABLE
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(l) USE OF OFFSET COMMON VENT.
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]
CHART A-2 ESTIMATE CURVES FOR DEMAND LOAD
CHART A-2 (Metric) ESTIMATE CURVES FOR DEMAND LOAD
CHART A-3 ENLARGED SCALE DEMAND LOAD
CHART A-3 (METRIC) ENLARGED SCALE DEMAND LOAD
CHART A-4
CHART A-4 (METRIC)
CHART A-5
CHART A-5 (METRIC)
CHART A-6
CHART A-6 (METRIC)
CHART A-7
CHART A-7 (METRIC)
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)
[SCHEMATIC]
[SCHEMATIC]
WOOD FORM
Figure 1
FIGURE 2
FIGURE 1
FIGURE 2
CHART 1
[SCHEMATIC]
[SCHEMATIC]
CHART 1
CHART 2
CHART 3
FIGURE 2
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)
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FIGURE 101-A--CALIFORNIA CLIMATE ZONES
EQUATION 151-A CALCULATION OF INTERIOR MASS CAPACITY <--MathML
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CALIFORNIA FIRE CODE-MATRIX ADOPTION TABLE CHAPTER 16 - FRUIT AND CROP RIPENING (Not adopted by the State Fire Marshal)
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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)
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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.
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FIGURE 12-7-3-1--TIME-TEMPERATURE CURVE
FIGURE 1. TEST FIGURE SCHEMATIC
FIGURE 1. SCHEMATIC OF THE WALL ASSEMBLY Test Module used for evaluating the fire performance of a window.
FIGURE 1. EAVES TEST ASSEMBLY
FIGURE 12-8-1--TIME--MINUTES
FIGURE 12-8-2--LOCATION OF HEAT FLUX METERS
FIGURE 12-8-3--ROOM THERMOCOUPLE LOCATIONS
FIGURE 12-8-5--PLAN VIEW OF CANOPY HOOD
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FIGURE 12-8-1B-1--TYPICAL STEEL FRAME SUPPORT SYSTEM
FIGURE 12-8-1B-3--TYPICAL MOUNTING TECHNIQUE FOR RIGID WALL MATERIALS
FIGURE 12-8-1B-4--TYPICAL MOUNTING TECHNIQUE FOR FLEXIBLE WALL MATERIALS
FIGURE 12-8-1B-5--TYPICAL MOUNTING TECHNIQUE FOR CEILING MATERIALS
FIGURE 12-10-21--STATIC LOADING FIXTURE
FIGURE 12-10-2-2--ENDURANCE LIFE TESTING APPARATUS
[FORM]
FIGURE 12-72-2-1--TIME-TEMPERATURE CURVE--15-FOOT SPACINGS
FIGURE 12-72-2-2--FIRE-TEST LAYOUT
FIGURE 12-72-2-3--TEST OVEN
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FIGURE 12-72-3-1--SMOKE DETECTOR TEST CHAMBER
FIGURE 12-72-3-2--FIRE TEST DETECTOR INSTALLATION
NOTES
Page_115_01 = gov.ca.bsc.2010.05_095_01 (needs arrows)
Page_115_02 = gov.ca.bsc.2010.05_096_01 (typo)
Page_116_01 = gov.ca.bsc.2010.05_096_02
gov.ca.bsc.2010.10_017_01