- FLORIDA BUILDING CODE FIFTH EDITION (2014) RESIDENTIAL
- FLORIDA BUILDING CODE FIFTH EDITION (2014) RESIDENTIAL TITLE PAGE
- COPYRIGHT
- PREFACE
- TABLE OF CONTENTS
- PART I - ADMINISTRATIVE [Go to Page]
- CHAPTER 1 SCOPE AND ADMINISTRATION [Go to Page]
- PART I—SCOPE AND APPLICATION [Go to Page]
- SECTION R101 GENERAL
- SECTION R102 APPLICABILITY RESERVED
- PART II—ADMINISTRATION AND ENFORCEMENT [Go to Page]
- SECTION R103 DEPARTMENT OF BUILDING SAFETY RESERVED
- SECTION R104 DUTIES AND POWERS OF THE BUILDING OFFICIAL RESERVED
- SECTION R105 PERMITS RESERVED
- SECTION R106 CONSTRUCTION DOCUMENTS RESERVED
- SECTION R107 TEMPORARY STRUCTURES AND USES RESERVED
- SECTION R108 FEES RESERVED
- SECTION R109 INSPECTIONS RESERVED
- SECTION R110 CERTIFICATE OF OCCUPANCY RESERVED
- SECTION R111 SERVICE UTILITIES RESERVED
- SECTION R112 BOARD OF APPEALS RESERVED
- SECTION R113 VIOLATIONS RESERVED
- SECTION R114 STOP WORK ORDER RESERVED
- PART II - DEFINITIONS [Go to Page]
- CHAPTER 2 DEFINITIONS [Go to Page]
- SECTION R201 GENERAL
- SECTION R202 DEFINITIONS
- PART III - BUILDING PLANNING AND CONSTRUCTION [Go to Page]
- CHAPTER 3 BUILDING PLANNING [Go to Page]
- SECTION R301 DESIGN CRITERIA [Go to Page]
- TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
- TABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B
- TABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2)
- TABLE R301.2(4) NOMINAL (ASD) GARAGE DOOR LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (PSF)
- FIGURE R301.2(1) ISOLINES OF THE 971/2 PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES (°F) [Go to Page]
- FIGURE R301.2(2) SEISMIC DESIGN CATEGORIES—SITE CLASS D [Go to Page]
- FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D [Go to Page]
- FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D [Go to Page]
- FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D [Go to Page]
- FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D
- FIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETE
- FIGURE R301.2(4) ULTIMATE DESIGN WIND SPEEDS Vult
- FIGURE R301.2(5) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb/ft2) [Go to Page]
- FIGURE R301.2(5)—continued GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb/ft2)
- FIGURE R301.2(6) TERMITE INFESTATION PROBABILITY MAP
- FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES
- TABLE R301.2.1.3 WIND SPEED CONVERSIONS
- TABLE R301.2.1.5.1 BASIC WIND MODIFICATION FOR TOPOGRAPHIC WIND EFFECT
- TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
- FIGURE R301.2.1.5.1(1) TOPOGRAPHIC FEATURES FOR WIND SPEED-UP EFFECT
- FIGURE R301.2.1.5.1(2) ILLUSTRATION OF WHERE ON A TOPOGRAPHIC FEATURE, WIND SPEED INCREASE IS APPLIED
- FIGURE R301.2.1.5.1(3) UPWIND OBSTRUCTION
- TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION
- TABLE R301.2.2.2.1 WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOADa
- TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot)
- TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION
- TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
- SECTION R302 FIRE-RESISTANT CONSTRUCTION [Go to Page]
- TABLE R302.1(1) EXTERIOR WALLS
- TABLE R302.1(2) EXTERIOR WALLS—DWELLINGS WITH FIRE SPRINKLERS
- TABLE R302.6 DWELLING/GARAGE SEPARATION
- SECTION R303 LIGHT, VENTILATION AND HEATING
- SECTION R304 MINIMUM ROOM AREAS
- SECTION R305 CEILING HEIGHT
- SECTION R306 SANITATION
- SECTION R307 TOILET, BATH AND SHOWER SPACES [Go to Page]
- FIGURE R307.1 MINIMUM FIXTURE CLEARANCES
- SECTION R308 GLAZING [Go to Page]
- TABLE R308.3.1(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201
- TABLE R308.3.1(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1
- SECTION R309 GARAGES AND CARPORTS
- SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS
- SECTION R311 MEANS OF EGRESS
- SECTION R312 GUARDS AND WINDOW FALL PROTECTION
- SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS RESERVED
- SECTION R314 SMOKE ALARMS
- SECTION R315 CARBON MONOXIDE ALARMS
- SECTION R316 FOAM PLASTIC
- SECTION R317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY
- SECTION R318 PROTECTION AGAINST TERMITES
- SECTION R319 SITE ADDRESS
- SECTION R320 ACCESSIBILITY
- SECTION R321 ELEVATORS AND PLATFORM LIFTS
- SECTION R322 FLOOD-RESISTANT CONSTRUCTION
- SECTION R323 STORM SHELTERS
- SECTION R324 AIRPORT NOISE
- CHAPTER 4 FOUNDATIONS [Go to Page]
- SECTION R401 GENERAL [Go to Page]
- TABLE R401.1 FOUNDATION UPLIFT LIGHT STEEL & WOOD FRAME BUILDINGS IN EXPOSURE B (plf)5, 6 [Go to Page]
- TABLE R401.1—continued FOUNDATION UPLIFT LIGHT STEEL & WOOD FRAME BUILDINGS IN EXPOSURE C (plf)5, 6
- TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa
- SECTION R402 MATERIALS [Go to Page]
- TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
- SECTION R403 FOOTINGS [Go to Page]
- FIGURE 403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS [Go to Page]
- FIGURE 403.1(1)—continued CONCRETE AND MASONRY FOUNDATION DETAILS [Go to Page]
- FIGURE 403.1(1)—continued CONCRETE AND MASONRY FOUNDATION DETAILS [Go to Page]
- FIGURE 403.1(1)—continued CONCRETE AND MASONRY FOUNDATION DETAILS [Go to Page]
- FIGURE 403.1(1)—continued CONCRETE AND MASONRY FOUNDATION DETAILS
- FIGURE 403.1(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
- TABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS (inches)a
- FIGURE R403.1.3.2 DOWELS FOR SLABS-ON-GROUND WITH TURNED-DOWN FOOTINGS
- TABLE R403.1.2 FOUNDATION UPLIFT DESIGN DETAILS
- FIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES
- FIGURE R403.3(1) INSULATION PLACEMENT FOR FROST PROTECTED FOOTINGS IN HEATED BUILDINGS
- TABLE R403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS
- FIGURE R403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD
- TABLE R403.3(2) AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY [Go to Page]
- TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY [Go to Page]
- TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY [Go to Page]
- TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY [Go to Page]
- TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
- 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
- TABLE R403.4 MINIMUM DEPTH OF CRUSHED STONE FOOTINGS (D), (inches)
- 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
- TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLS
- TABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 5 INCHES
- TABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 6.75 INCHES
- TABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 8.75 INCHES
- SECTION R404 FOUNDATION AND RETAINING WALLS [Go to Page]
- TABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLS
- TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS
- TABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLS
- TABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS
- TABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS
- TABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS
- TABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLS
- TABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10-INCH AND 12-INCH NOMINAL FLAT BASEMENT WALLS
- TABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEEL
- FIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS
- TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure)
- TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM
- SECTION R405 FOUNDATION DRAINAGE
- SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING
- SECTION R407 COLUMNS
- SECTION R408 UNDER-FLOOR SPACE
- CHAPTER 5 FLOORS [Go to Page]
- SECTION R501 GENERAL
- SECTION R502 WOOD FLOOR FRAMING [Go to Page]
- FIGURE R502.1.11 [IRC R502.8] CUTTING, NOTCHING AND DRILLING
- SECTION R503 FLOOR SHEATHING [Go to Page]
- TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING
- TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa
- TABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENT
- SECTION R504 PRESSURE PRESERVATIVELY TREATED-WOOD FLOORS (ON GROUND)
- SECTION R505 STEEL FLOOR FRAMING RESERVED
- SECTION R506 CONCRETE FLOORS (ON GROUND)
- SECTION R507 DECKS [Go to Page]
- TABLE R507.2 FASTENER SPACING FOR A SOUTHERN PINE OR HEM-FIR DECK LEDGER ANDA 2-INCH-NOMINAL SOLID-SAWN SPRUCE-PINE-FIR BAND JOIST (Deck live load = 40 psf, deck dead load = 10 psf)
- TABLE 507.2.1 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS
- FIGURE R507.2.1(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS
- FIGURE R507.2.1(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS
- FIGURE 507.2.3 DECK ATTACHMENT FOR LATERAL LOADS
- CHAPTER 6 WALL CONSTRUCTION [Go to Page]
- SECTION R601 GENERAL
- SECTION R602 WOOD WALL FRAMING [Go to Page]
- FIGURE R602.2.3(1) [IRC FIGURE R602.6(1)] NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS
- FIGURE R602.2.3(2) [IRC FIGURE R602.6(2)] NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS
- FIGURE R602.2.3.1 [IRC FIGURE R602.6.1] TOP PLATE FRAMING TO ACCOMMODATE PIPING
- SECTION R603 STEEL WALL FRAMING RESERVED
- SECTION R604 WOOD STRUCTURAL PANELS
- SECTION R605 PARTICLEBOARD
- SECTION R606 GENERAL MASONRY CONSTRUCTION [Go to Page]
- TABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES
- TABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDING ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1
- TABLE R606.12.4.1 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2
- TABLE R606.12.4.2 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2
- TABLE 606.13.2 LAP SPLICE LENGTHS
- TABLE R606.15.1 MINIMUM CORROSION PROTECTION
- FIGURE R606.13.9A CONTINUITY OF REINFORCEMENT, ONE-STORY MASONRY WALL
- FIGURE R606.13.9B CONTINUITY OF FIRST- AND SECOND-FLOOR VERTICAL WALL REINFORCEMENT
- SECTION R607 UNIT MASONRY [Go to Page]
- TABLE R607.1 MORTAR PROPORTIONS
- SECTION R608 MULTIPLE-WYTHE MASONRY
- SECTION R609 GROUTED MASONRY [Go to Page]
- TABLE R609.1.1 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION
- FIGURE R609.2.4 CORNER CONTINUITY OF BOND BEAM AND WALL REINFORCEMENT
- FIGURE R609.2.5 CHANGES IN BOND BEAM HEIGHT
- TABLE R609.4.4 ANCHOR BOLT SPACING FOR ATTACHING 2 × 4 MINIMUM WOOD NAILER TO RAKE BEAM
- TABLE R609.2.2A-1 GRADE 60 EXPOSURE BROOF DIAPHRAGM CHORD TENSION BOND BEAM STEEL AREA, IN2
- TABLE R609.2.2A-2 GRADE 60 ROOF EXPOSURE CROOF DIAPHRAGM CHORD TENSION BOND BEAM STEEL AREA, IN2
- TABLE R609.2.2A-3 GRADE 40 EXPOSURE BROOF DIAPHRAGM CHORD TENSION BOND BEAM STEEL AREA, IN
- TABLE R609.2.2A-4 GRADE 40 EXPOSURE CROOF DIAPHRAGM CHORD TENSION BOND BEAM STEEL AREA, IN2
- TABLE R609.2.2B-1 GRADE 60 AREA OF STEEL REQUIRED IN BOND BEAM FOR UPLIFT BENDING, IN2
- TABLE R609.2.2B-2 GRADE 60 AREA OF STEEL REQUIRED IN BOND BEAM FOR UPLIFT BENDING, IN2
- TABLE R609.2.2B-3 GRADE 60 AREA OF STEEL REQUIRED IN BOND BEAM FOR UPLIFT BENDING, IN2
- TABLE R609.2.2B-4 GRADE 60 AREA OF STEEL REQUIRED IN BOND BEAM FOR UPLIFT BENDING, IN2
- TABLE R609.2.2B-5 GRADE 40 AREA BOND BEAM/LINTEL UPLIFT STEEL DESIGN
- TABLE R609.2.2B-6 GRADE 40 AREA BOND BEAM/LINTEL UPLIFT STEEL DESIGN
- TABLE R609.2.2B-7 GRADE 40 AREA BOND BEAM/LINTEL UPLIFT STEEL DESIGN
- TABLE R609.2.2B-8 GRADE 40 AREA BOND BEAM/LINTEL UPLIFT STEEL DESIGN
- TABLE R609.2.2C BOND BEAM AREA OF STEEL PROVIDED IN2/FT
- TABLE R609.3.3A-1 GRADE 60 SINGLE STORY AND TOP STORY WALLS PARALLEL TO RIDGE VERTICAL REINFORCEMENT SPACING NO. 5 BARS (5/8 IN.)
- TABLE R609.3.3A-2 GRADE 60 SINGLE STORY AND TOP STORY WALLS PARALLEL TO RIDGE VERTICAL REINFORCEMENT SPACING NO. 4 BARS (1/2 IN.)
- TABLE R609.3.3A-3 GRADE 40 SINGLE STORY AND TOP STORY WALLS PARALLEL TO RIDGE VERTICAL REINFORCEMENT SPACING NO. 5 BARS
- TABLE R609.3.3A-4 GRADE 40 SINGLE STORY AND TOP STORY WALLS PARALLEL TO RIDGE VERTICAL REINFORCEMENT SPACING NO. 4 BARS (1/2 IN.)
- TABLE R609.3.3B-1 GRADE 60 MAXIMUM SPACING OF NO. 5 (5/8 IN.) VERTICAL REINFORCEMENT AT CONTINUOUS CONCRETE MASONRY LOWER STORIES OF MULTISTORY AND GABLE ENDS SINGLE STORY OR TOP STORY OF MULTISTORY, FEET
- TABLE R609.3.3B-2 GRADE 60 MAXIMUM SPACING OF NO. 4 (1/2 IN.) VERTICAL REINFORCEMENT AT CONTINUOUS MASONRY LOWER STORIES OF MULTISTORY AND GABLE ENDS SINGLE STORY OR TOP STORY OF MULTISTORY, FEET
- TABLE R609.3.3B-3 GRADE 40 MAXIMUM SPACING OF NO. 5 (5/8 IN.) VERTICAL REINFORCEMENT AT CONTINUOUS CONCRETE MASONRY LOWER STORIES OF MULTISTORY AND GABLE ENDS SINGLE STORY OR TOP STORY OF MULTISTORY, FEET
- TABLE R609.3.3 B-4 GRADE 40 MAXIMUM SPACING OF NO. 4 (1/2 IN.) VERTICAL REINFORCEMENT AT CONTINUOUS CONCRETE OR MASONRY LOWER STORIES OF MULTISTORY AND GABLE ENDS SINGLE STORY OR TOP STORY OF MULTISTORY, FEET
- TABLE R609.4A WOOD GABLE BRACE NAILING
- TABLE R609.4B WOOD GABLE STUD CONNECTOR LOADS
- FIGURE R609.4 GABLE END BRACING FOR MASONRY WALLS NOT CONTINUOUS TO THE ROOF DIAPHRAGM
- FIGURE R609.4.1 CONTINUOUS GABLE ENDWALL REINFORCEMENT ONE AND MULTISTORY
- FIGURE R609.4.5 GABLE OVERHANG
- TABLE R609.5.1A GRADE 60 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 4 REINFORCEMENT1,2,3,5 ROOF ANGLE ≤ 23°
- TABLE R609.5.1B GRADE 60 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 4 REINFORCEMENT 1,2,3,5 ROOF ANGLE 30
- TABLE R609.5.1C GRADE 60 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 4 REINFORCEMENT1,2,3,5 ROOF ANGLE 45°
- TABLE R609.5.1D GRADE 60 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 4 REINFORCEMENT PER FOOT OF BUILDING LENGTH1,2,3,4,5 ROOF ANGLE 23°
- TABLE R609.5.1E GRADE 60 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 4 REINFORCEMENT PER FOOT OF BUILDING LENGTH1,2,3,4,5 ROOF ANGLE 30°
- TABLE R609.5.1F GRADE 60 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO.4 REINFORCEMENT PER FOOT OF BUILDING LENGTH1,2,3,4,5 ROOF ANGLE 45°
- TABLE R609.5.1G GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO.4 REINFORCEMENT 1,2,3,5 ROOF ANGLE ≤ 23°
- TABLE R609.5.1H GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO.5 REINFORCEMENT1,2,3,6 ROOF ANGLE ≤ 23°
- TABLE R609.5.1I GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO.4 REINFORCEMENT1,2,3,5 ROOF ANGLE 30°
- TABLE R609.5.1J GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO.5 REINFORCEMENT 1,2,3,6 ROOF ANGLE 30°
- TABLE R609.5.1K GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO.4 REINFORCEMENT 1,2,3,5 ROOF ANGLE 45°
- TABLE R609.5.1L GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO.5 REINFORCEMENT 1,2,3,6 ROOF ANGLE 45°
- TABLE R609.5.1M GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO.4 REINFORCEMENT PER FOOT OF BUILDING LENGTH 1,2,3,4,5 ROOF ANGLE ≤ 23°
- TABLE R609.5.1N GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO.5 REINFORCEMENT PER FOOT OF BUILDING LENGTH 1,2,3,4,6 ROOF ANGLE ≤ 23°
- TABLE R609.5.1O GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO.4 REINFORCEMENT PER FOOT OF BUILDING LENGTH1,2,3,4,5 ROOF ANGLE 30°
- TABLE R609.5.1P GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO.5 REINFORCEMENT PER FOOT OF BUILDING LENGTH 1,2,3,4,6 ROOF ANGLE 30°
- TABLE R609.5.1Q GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO.4 REINFORCEMENT PER FOOT OF BUILDING LENGTH 1,2,3,4,5 ROOF ANGLE 45°
- TABLE R609.5.1R GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO.5 REINFORCEMENT PER FOOT OF BUILDING LENGTH 1,2,3,4,6 ROOF ANGLE 45°
- TABLE R609.5.3A TOTAL SHEAR AT TOP OF TOP STORY WALL 1,2
- TABLE R609.5.3B TRANSVERSE CONNECTOR LOAD (F2)1,2
- FIGURE R609.5.3 TYPICAL ROOF TO WALL CONNECTIONS
- TABLE R609.5.4 END WALL ROOF SHEAR PER FOOT OF BUILDING LENGTH
- TABLE R609.6.1.2(1) SUPERIMPOSED LOADS MINIMUM RATED LOAD CAPACITY OF 6-INCH OR 8-INCH-THICK PREENGINEERED ASSEMBLIES SPANNING OPENINGS OF ONE STORY AND TOP STORY OF MULTISTORY BUILDINGS1,3,4
- TABLE R609.6.1.2(2) SUPERIMPOSED LOADS MINIMUM RATED LOAD CAPACITY 8-INCH-THICK PREENGINEERED ASSEMBLIES SPANNING OPENINGS OF BOTTOM STORY OF TWO-STORY BUILDINGS, SECOND AND BOTTOM STORIES OF THREE-STORY BUILDINGS—WOOD FLOOR SYSTEM 3,4,5
- TABLE R609.6.1.2(3) SUPERIMPOSED LOADS MINIMUM RATED LOAD CAPACITY 8-INCH-THICK PREENGINEERED ASSEMBLIES SPANNING OPENINGS OF BOTTOM STORY OF TWO-STORY BUILDINGS, SECOND AND BOTTOM STORIES OF THREE-STORY BUILDINGS—HOLLOWCORE FLOOR SYSTEM 3,4,5
- TABLE R609.6.2.1(1) MAXIMUM CLEAR SPAN CAPACITY OF CONTINUOUS BOND BEAMS ACTING AS LINTELS ONE STORY AND TOP STORY OF MULTISTORY BUILDINGS
- TABLE R609.6.2.1(2) MAXIMUM CLEAR SPAN OF CONTINUOUS BOND BEAMS ACTING AS LINTELS BOTTOM STORY OFTWO-STORY BUILDINGS, SECOND AND BOTTOM STORIES OF THREE-STORY BUILDINGS—WOOD FLOOR SYSTEM
- TABLE R609.6.2.1(3) MAXIMUM CLEAR SPAN OF CONTINUOUS BOND BEAMS ACTING LINTELS BOTTOM STORY OF TWO-STORY BUILDINGS, SECOND AND BOTTOM STORIES OF THREE-STORY BUILDINGS—HOLLOWCORE SECOND FLOOR
- FIGURE R610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE
- TABLE R609.6.3.2(1) COMBINED BOND BEAM/LINTELS ONE STORY AND TOP STORY OF MULTISTORY BUILDINGS
- TABLE R609.6.3.2(2) COMBINED BOND BEAM/LINTELS BOTTOM STORY OF TWO-STORY BUILDINGS, SECOND AND BOTTOM STORIES OF THREE-STORY BUILDINGS—WOOD FLOOR SYSTEM
- TABLE R609.6.3.2(3) COMBINED BOND BEAM/LINTELS BOTTOM STORY OF TWO-STORY BUILDINGS, SECOND AND BOTTOM STORIES OF THREE-STORY BUILDINGS—HOLLOWCORE FLOOR SYSTEM
- SECTION R610 GLASS UNIT MASONRY
- SECTION R611 EXTERIOR CONCRETE WALL CONSTRUCTION [Go to Page]
- TABLE R611.3 DIMENSIONAL REQUIREMENTS FOR WALLSa, b
- FIGURE R611.3(1) FLAT WALL SYSTEM
- FIGURE R611.3(2) WAFFLE-GRID WALL SYSTEM
- FIGURE R611.3(3) SCREEN-GRID WALL SYSTEM
- TABLE R611.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS
- FIGURE R611.5.4(1) LAP SPLICES
- FIGURE R611.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION
- FIGURE R611.5.4(3) STANDARD HOOKS
- TABLE R611.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND/OR ALTERNATIVE GRADE OF STEELa, b, c
- 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
- TABLE R611.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLSa, b, c, d, e
- TABLE R611.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLSa, b, c, d, e
- TABLE R611.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLSa, b, c, d, e
- TABLE R611.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLSa, b, c, d, e, k, l
- TABLE R611.7(1A) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORYa, c, d, e, f, g [Go to Page]
- TABLE R611.7(1A)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORYa, c, d, e, f, g
- TABLE R611.7(1B) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORYa, c, d, e, f, g [Go to Page]
- TABLE R611.7(1B)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORYa, c, d, e, f, g
- TABLE R611.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa, c, d, e, f, g [Go to Page]
- TABLE R611.7(1C)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa, c, d, e, f, g
- FIGURE R611.7(1) MINIMUM SOLID WALL LENGTH
- FIGURE R611.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL
- TABLE R611.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEETa
- FIGURE R611.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS
- TABLE R611.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEETa, b
- TABLE R611.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLSa,
- EQUATION R6-1
- EQUATION R6-2
- FIGURE R611.8(1) REINFORCEMENT OF 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
- TABLE R611.8(1) LINTEL DESIGN LOADING CONDITIONSa, b, d
- TABLE R611.8(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET [Go to Page]
- TABLE R611.8(2)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
- TABLE R611.8(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET [Go to Page]
- TABLE R611.8(3)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
- TABLE R611.8(4) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET [Go to Page]
- TABLE R611.8(4)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d
- TABLE R611.8(5) MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET [Go to Page]
- TABLE R611.8(5)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
- TABLE R611.8(6) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET [Go to Page]
- TABLE R611.8(6)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET
- TABLE R611.8(7) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET [Go to Page]
- TABLE R611.8(7)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET
- TABLE R611.8(8) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK SCREEN-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, p ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
- TABLE R611.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g, h [Go to Page]
- TABLE R611.8(9)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g, h
- TABLE R611.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN-GRID LINTELS WITHOUT STIRRUPS IN NONLOAD BEARING WALLSc, d, e, f, g
- FIGURE R611.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
- TABLE R611.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR a, b, c
- FIGURE R611.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL FRAMING PARALLEL
- TABLE R611.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b
- FIGURE R611.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR
- TABLE R611.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR a, b, c, d, e
- FIGURE R611.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PARALLEL
- TABLE R611.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
- FIGURE R611.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
- TABLE R611.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d
- FIGURE R611.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
- TABLE R611.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b, c, d
- FIGURE R611.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR
- TABLE R611.9(7) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR a, b, c, d, e
- FIGURE R611.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
- TABLE R611.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
- FIGURE R611.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
- TABLE R611.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
- FIGURE R611.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL FRAMING PARALLEL
- TABLE R611.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
- FIGURE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
- TABLE R611.9(11) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
- FIGURE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
- TABLE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
- FIGURE R612.7.2(1) THROUGH THE FRAME
- FIGURE R612.7.2(2) FRAME CLIP
- FIGURE R612.7.2(3) THROUGH THE FRAME
- FIGURE R612.7.2(4) FRAME CLIP
- FIGURE R612.7.2(5) THROUGH THE FLANGE
- FIGURE R612.7.2(6) THROUGH THE FLANGE
- FIGURE R612.7.2(7) FRAME CLIP
- FIGURE R612.7.2(8) THROUGH THE FLANGE
- SECTION R612 EXTERIOR WINDOWS AND DOORS [Go to Page]
- TABLE R613.3.1 MINIMUM PROPERTIES FOR POLYURETHANE INSULATION USED AS SIPS CORE
- TABLE R613.3.2 MINIMUM PROPERTIESa FOR ORIENTED STRAND BOARD FACER MATERIAL IN SIP WALLS
- SECTION R613 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION [Go to Page]
- FIGURE R613.4 SIP WALL PANEL
- TABLE R613.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY
- TABLE R613.5(2) MINIMUM THICKNESS FOR SIP WALLS SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF
- 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
- TABLE R613.10 MAXIMUM SPANS FOR 11 7/8-INCH-DEEP SIP HEADERS (feet)a
- SECTION R614 COMBINED CONCRETE, MASONRY, OR ICF AND WOOD EXTERIOR WALL CONSTRUCTION [Go to Page]
- FIGURE R614.3(1) DIRECT TRUSS TO CONCRETE, MASONRY OR ICF WALL CONNECTION FOR GYPSUM BOARD CEILING DIAPHRAGM
- FIGURE R614.3(2) DIRECT TRUSS TO CONCRETE, MASONRY OR ICF WALL FOR GYPSUM BOARD CEILING DIAPHRAGM
- SECTION R615 IMPACT-RESISTANT COVERINGS
- CHAPTER 7 WALL COVERING [Go to Page]
- SECTION R701 GENERAL
- SECTION R702 INTERIOR COVERING [Go to Page]
- TABLE R702.1(1) THICKNESS OF PLASTER
- TABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa
- TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME
- TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD
- TABLE R702.3.7 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
- TABLE R702.7.1 CLASS III VAPOR RETARDERS
- SECTION R703 EXTERIOR COVERING [Go to Page]
- TABLE R703.4 WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS [Go to Page]
- TABLE R703.4—continued WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS
- TABLE R703.5.2 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa, b, c (Dimensions are in inches)
- FIGURE R703.7 MASONRY VENEER WALL DETAILS [Go to Page]
- FIGURE R703.7—continued MASONRY VENEER WALL DETAILS
- TABLE R703.7(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C
- TABLE R703.7(2) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, WOOD FRAMING, SEISMIC DESIGN CATEGORIES D0, D1 AND D2
- FIGURE R703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES
- FIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS
- TABLE R703.7.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa, b, c, d
- TABLE R703.7.3.2 HEIGHT OF MASONRY VENEER ABOVE OPENING
- TABLE R703.7.4 TIE ATTACHMENT AND AIR SPACE REQUIREMENTS
- FIGURE R703.7.3.2 MASONRY VENEER OPENING
- CHAPTER 8 ROOF-CEILING CONSTRUCTION [Go to Page]
- SECTION R801 GENERAL
- SECTION R802 WOOD ROOF FRAMING
- SECTION R803 ROOF SHEATHING [Go to Page]
- TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING
- FIGURE R802.1.8.1.1 [IRC 802.7.1.1] RAFTER NOTCH
- FIGURE R802.1.8.1.2 [IRC R.802.7.1.2] CEILING JOIST TAPER CUT
- FIGURE R803.2.3.1 ROOF SHEATHING NAILING ZONES
- SECTION R804 STEEL ROOF FRAMING RESERVED
- SECTION R805 CEILING FINISHES
- SECTION R806 ROOF VENTILATION [Go to Page]
- TABLE R806.5 INSULATION FOR CONDENSATION CONTROL
- SECTION R807 ATTIC ACCESS
- CHAPTER 9 ROOF ASSEMBLIES [Go to Page]
- SECTION R901 GENERAL
- SECTION R902 ROOF CLASSIFICATION
- SECTION R903 WEATHER PROTECTION [Go to Page]
- TABLE R903.2.1 METAL FLASHING MATERIAL
- SECTION R904 MATERIALS
- SECTION R905 REQUIREMENTS FOR ROOF COVERINGS [Go to Page]
- TABLE R905.2.6.1 WIND RESISTANCE OF ASPHALT SHINGLES
- TABLE 905.4.4 METAL ROOF COVERINGS
- TABLE R905.6.5 SLATE SHINGLE HEADLAP
- TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS
- TABLE R905.7.5 WOOD SHINGLE AND SHAKE INSTALLATION
- TABLE R905.7.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
- TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS
- TABLE R905.8.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
- TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS
- TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS
- SECTION R906 ROOF INSULATION [Go to Page]
- TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION
- SECTION R907 REROOFING [Go to Page]
- TABLE R907.7.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING
- TABLE R907.8.1 REQUIRED UPLIFT CAPACITIES FOR ROOF-TO-WALL CONNECTIONSa, b (POUNDS PER LINEAR FOOT)
- CHAPTER 10 CHIMNEYS AND FIREPLACES [Go to Page]
- SECTION R1001 MASONRY FIREPLACES [Go to Page]
- TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS
- FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS
- FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES
- SECTION R1002 MASONRY HEATERS
- SECTION R1003 MASONRY CHIMNEYS [Go to Page]
- TABLE R1003.14(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa
- TABLE R1003.14(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
- FIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS
- TABLE R1003.20 CRICKET DIMENSIONS
- FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES
- FIGURE R1003.20 CHIMNEY CRICKET
- SECTION R1004 FACTORY-BUILT FIREPLACES
- SECTION R1005 FACTORY-BUILT CHIMNEYS
- SECTION R1006 EXTERIOR AIR SUPPLY
- PART IV - ENERGY CONSERVATION [Go to Page]
- CHAPTER 11 [RE] ENERGY EFFICIENCY [Go to Page]
- SECTION N1101 GENERAL
- PART V - MECHANICAL [Go to Page]
- CHAPTER 12 MECHANICAL ADMINISTRATION [Go to Page]
- SECTION M1201 GENERAL
- SECTION M1202 EXISTING MECHANICAL SYSTEMS
- CHAPTER 13 GENERAL MECHANICAL SYSTEM REQUIREMENTS [Go to Page]
- SECTION M1301 GENERAL
- SECTION M1302 APPROVAL
- SECTION M1303 LABELING OF APPLIANCES
- SECTION M1304 TYPE OF FUEL
- SECTION M1305 APPLIANCE ACCESS
- SECTION M1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION
- SECTION M1307 APPLIANCE INSTALLATION [Go to Page]
- TABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION
- FIGURE M1306.1 REDUCED CLEARANCE DIAGRAM
- FIGURE M1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
- SECTION M1308 MECHANICAL SYSTEMS INSTALLATION
- CHAPTER 14 HEATING AND COOLING EQUIPMENT AND APPLIANCES [Go to Page]
- SECTION M1401 GENERAL
- SECTION M1402 CENTRAL FURNACES
- SECTION M1403 HEAT PUMP EQUIPMENT
- SECTION M1404 REFRIGERATION COOLING EQUIPMENT
- SECTION M1405 BASEBOARD CONVECTORS
- SECTION M1406 RADIANT HEATING SYSTEMS
- SECTION M1407 DUCT HEATERS
- SECTION M1408 VENTED FLOOR FURNACES
- SECTION M1409 VENTED WALL FURNACES
- SECTION M1410 VENTED ROOM HEATERS
- SECTION M1411 HEATING AND COOLING EQUIPMENT
- SECTION M1412 ABSORPTION COOLING EQUIPMENT
- SECTION M1413 EVAPORATIVE COOLING EQUIPMENT
- SECTION M1414 FIREPLACE STOVES
- SECTION M1415 MASONRY HEATERS
- CHAPTER 15 EXHAUST SYSTEMS [Go to Page]
- SECTION M1501 GENERAL
- SECTION M1502 CLOTHES DRYER EXHAUST [Go to Page]
- TABLE M1502.4.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH
- SECTION M1503 RANGE HOODS
- SECTION M1504 INSTALLATION OF MICROWAVE OVENS
- SECTION M1505 OVERHEAD EXHAUST HOODS
- SECTION M1506 EXHAUST DUCTS AND EXHAUST OPENINGS
- SECTION M1507 MECHANICAL VENTILATION [Go to Page]
- TABLE M1507.3.3(1) CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS
- TABLE M1507.3.3(2) INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORSa, b
- TABLE M1507.4 MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS
- CHAPTER 16 DUCT SYSTEMS [Go to Page]
- SECTION M1601 DUCT CONSTRUCTION [Go to Page]
- TABLE M1601.1.1(1) CLASSIFICATION OF FACTORY-MADE AIR DUCTS
- TABLE M1601.1.1(2) GAGES OF METAL DUCTS AND PLENUMS USED FOR HEATING OR COOLING
- SECTION M1602 RETURN AIR
- CHAPTER 17 COMBUSTION AIR [Go to Page]
- SECTION M1701 GENERAL
- CHAPTER 18 CHIMNEYS AND VENTS [Go to Page]
- SECTION M1801 GENERAL
- SECTION M1802 VENT COMPONENTS
- SECTION M1803 CHIMNEY AND VENT CONNECTORS [Go to Page]
- TABLE M1803.2 THICKNESS FOR SINGLE-WALL METAL PIPE CONNECTORS
- TABLE M1803.3.4 CHIMNEY AND VENT CONNECTOR CLEARANCES TO COMBUSTIBLE MATERIALSa
- SECTION M1804 VENTS [Go to Page]
- TABLE M1804.1 VENT SELECTION CHART
- SECTION M1805 MASONRY AND FACTORY-BUILT CHIMNEYS
- CHAPTER 19 SPECIAL APPLIANCES, EQUIPMENT AND SYSTEMS [Go to Page]
- SECTION M1901 RANGES AND OVENS
- SECTION M1902 SAUNA HEATERS
- SECTION M1903 STATIONARY FUEL CELL POWER PLANTS
- SECTION M1904 GASEOUS HYDROGEN SYSTEMS
- CHAPTER 20 BOILERS AND WATER HEATERS [Go to Page]
- SECTION M2001 BOILERS
- SECTION M2002 OPERATING AND SAFETY CONTROLS
- SECTION M2003 EXPANSION TANKS [Go to Page]
- TABLE M2003.2 EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS
- SECTION M2004 WATER HEATERS USED FOR SPACE HEATING
- SECTION M2005 WATER HEATERS
- SECTION M2006 POOL HEATERS
- CHAPTER 21 HYDRONIC PIPING [Go to Page]
- SECTION M2101 HYDRONIC PIPING SYSTEMS INSTALLATION [Go to Page]
- TABLE M2101.1 HYDRONIC PIPING MATERIALS
- TABLE M2101.9 HANGER SPACING INTERVALS
- SECTION M2102 BASEBOARD CONVECTORS
- SECTION M2103 FLOOR HEATING SYSTEMS
- SECTION M2104 LOW TEMPERATURE PIPING
- SECTION M2105 GROUND SOURCE HEAT PUMP SYSTEM LOOP PIPING
- CHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS [Go to Page]
- SECTION M2201 OIL TANKS
- SECTION M2202 OIL PIPING, FITTING AND CONNECTIONS
- SECTION M2203 INSTALLATION
- SECTION M2204 OIL PUMPS AND VALVES
- CHAPTER 23 SOLAR ENERGY SYSTEMS [Go to Page]
- SECTION M2301 THERMAL SOLAR ENERGY SYSTEMS
- SECTION M2302 PHOTOVOLTAIC SOLAR ENERGY SYSTEMS
- PART VI - FUEL GAS [Go to Page]
- CHAPTER 24 FUEL GAS [Go to Page]
- SECTION G2401 (101) GENERAL
- SECTION G2402 (201) GENERAL
- SECTION G2403 (202) GENERAL DEFINITIONS
- SECTION G2404 (301) GENERAL
- SECTION G2405 (302) STRUCTURAL SAFETY
- SECTION G2406 (303) APPLIANCE LOCATION
- SECTION G2407 (304) COMBUSTION, VENTILATION AND DILUTION AIR [Go to Page]
- EQUATION 24-1
- EQUATION 24-2
- FIGURE G2407.5.3 (304.5.3) ALL AIR FROM INSIDE THE BUILDING (see Section G2407.5.3)
- FIGURE G2407.6.1(1) [304.6.1(1)] ALL AIR FROM OUTDOOR-INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC (see Section G2407.6.1)
- FIGURE G2407.6.1(2) [304.6.1(2)] ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC (see Section G2407.6.1)
- FIGURE G2407.6.1(3) [304.6.1(3)] ALL AIR FROM OUTDOORS (see Section G2407.6.1)
- FIGURE G2407.6.2 (304.6.2) SINGLE COMBUSTION AIR OPENING,ALL AIR FROM OUTDOORS (see Section G2407.6.2)
- SECTION G2408 (305) INSTALLATION
- SECTION G2409 (308) CLEARANCE REDUCTION [Go to Page]
- FIGURE G2409.2(1) [308.2(1)] EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS
- FIGURE G2409.2(2) [308.2(2)] WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
- FIGURE G2409.2(3) [308.2(3)] MASONRY CLEARANCE REDUCTION SYSTEM
- TABLE G2409.2 (308.2)a through k REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION
- SECTION G2410 (309) ELECTRICAL
- SECTION G2411 (310) ELECTRICAL BONDING
- SECTION G2412 (401) GENERAL
- SECTION G2413 (402) PIPE SIZING [Go to Page]
- TABLE G2413.2 (402.2) APPROXIMATE GAS INPUT FOR TYPICAL APPLIANCES
- EQUATION 24-3
- EQUATION 24-4
- TABLE G2413.4 (402.4) Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS
- SECTION G2414 (403) PIPING MATERIALS [Go to Page]
- TABLE G2413.4(1) [402.4(2)] SCHEDULE 40 METALLIC PIPE
- TABLE G2413.4(2) [402.4(5)] SCHEDULE 40 METALLIC PIPE
- TABLE G2413.4(3) [402.4(9)] SEMIRIGID COPPER TUBING
- TABLE G2413.4(4) [402.4(12)] SEMIRIGID COPPER TUBING
- TABLE G2413.4(5) [402.4(15)] CORRUGATED STAINLESS STEEL TUBING (CSST)
- TABLE G2413.4(6) [402.4(18)] CORRUGATED STAINLESS STEEL TUBING (CSST)
- TABLE G2413.4(7) [402.4(21)] POLYETHYLENE PLASTIC PIPE
- TABLE G2413.4(8) [402.4(22)] POLYETHYLENE PLASTIC PIPE
- TABLE G2413.4(9) [402.4(25] SCHEDULE 40 METALLIC PIPE
- TABLE G2413.4(10) [402.4(26)] SCHEDULE 40 METALLIC PIPE
- TABLE G2413.4(11) [402.4(27)] SCHEDULE 40 METALLIC PIPE
- TABLE G2413.4(12) [402.4(28)] SCHEDULE 40 METALLIC PIPE
- TABLE G2413.4(13) [402.4(29)] SEMIRIGID COPPER TUBING
- TABLE G2413.4(14) [402.4(30)] SEMIRIGID COPPER TUBING
- TABLE G2413.4(15) [402.4(31)] SEMIRIGID COPPER TUBING
- TABLE G2413.4(16) [402.4(32)] CORRUGATED STAINLESS STEEL TUBING (CSST)
- TABLE G2413.4(17) [402.4(33)] CORRUGATED STAINLESS STEEL TUBING (CSST)
- TABLE G2413.4(18) [402.4(34)] CORRUGATED STAINLESS STEEL TUBING (CSST)
- TABLE G2413.4(19) [402.4(35)] POLYETHYLENE PLASTIC PIPE
- TABLE G2413.4(20) [402.4(36)] POLYETHYLENE PLASTIC PIPE
- TABLE G2413.4(21) [402.4(37)] POLYETHYLENE PLASTIC TUBING
- TABLE G2414.9.2 (403.9.2) SPECIFICATIONS FOR THREADING METALLIC PIPE
- SECTION G2415 (404) PIPING SYSTEM INSTALLATION
- SECTION G2416 (405) PIPING BENDS AND CHANGES IN DIRECTION
- SECTION G2417 (406) INSPECTION, TESTING AND PURGING [Go to Page]
- TABLE G2417.7.1.1 SIZE AND LENGTH OF PIPING
- SECTION G2418 (407) PIPING SUPPORT
- SECTION G2419 (408) DRIPS AND SLOPED PIPING [Go to Page]
- FIGURE G2419.4 METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP
- SECTION G2420 (409) GAS SHUTOFF VALVES [Go to Page]
- TABLE G2420.1.1 MANUAL GAS VALVE STANDARDS
- SECTION G2421 (410) FLOW CONTROLS
- SECTION G2422 (411) APPLIANCE CONNECTIONS
- SECTION G2423 (413) CNG GAS-DISPENSING SYSTEMS
- SECTION G2424 (415) PIPING SUPPORT INTERVALS [Go to Page]
- TABLE G2424.1 SUPPORT OF PIPING
- SECTION G2425 (501) GENERAL
- SECTION G2426 (502) VENTS
- SECTION G2427 (503) VENTING OF APPLIANCES [Go to Page]
- TABLE G2427.4 TYPE OF VENTING SYSTEM TO BE USED
- FIGURE G2427.5.3 (503.5.4) TYPICAL TERMINATION LOCATIONS FOR CHIMNEYS AND SINGLE-WALL METAL PIPES SERVING RESIDENTIAL-TYPE AND LOW-HEAT APPLIANCES
- FIGURE G2427.6.3 (503.6.4) GAS VENT TERMINATION LOCATIONS FOR LISTED CAPS 12 INCHES OR LESS IN SIZE AT LEAST 8 FEET FROM A VERTICAL WALL
- TABLE G2427.10.2.4 (503.10.2.4) MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES
- TABLE G2427.10.5 (503.10.5)a CLEARANCES FOR CONNECTORS
- SECTION G2428 (504) SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS [Go to Page]
- TABLE G2428.3.2 (504.3.2) MAXIMUM VENT CONNECTOR LENGTH
- SECTION G2429 (505) DIRECT-VENT, INTEGRAL VENT, MECHANICAL VENT AND VENTILATION/EXHAUST HOOD VENTING
- SECTION G2430 (506) FACTORY-BUILT CHIMNEYS
- SECTION G2431 (601) GENERAL
- SECTION G2432 (602) DECORATIVE APPLIANCES FOR INSTALLATION IN FIREPLACES
- SECTION G2433 (603) LOG LIGHTERS [Go to Page]
- TABLE G2428.2(1) [504.2(1)] TYPE B DOUBLE-WALL GAS VENT [Go to Page]
- TABLE G2428.2(1) [504.2(1)]—continued TYPE B DOUBLE-WALL GAS VENT
- TABLE G2428.2(2) [504.2(2)] TYPE B DOUBLE-WALL GAS VENT [Go to Page]
- TABLE G2428.2(2) [504.2(2)]—continued TYPE B DOUBLE-WALL GAS VENT
- TABLE G2428.3(1) [504.3(1)] TYPE B DOUBLE-WALL VENT
- TABLE G2428.3(2) [504.3(2)] TYPE B DOUBLE-WALL VENT
- TABLE G2428.3(3) [504.3(3)] MASONRY CHIMNEY
- TABLE G2428.3(4) [504.3(4)] MASONRY CHIMNEY
- SECTION G2434 (604) VENTED GAS FIREPLACES (DECORATIVE APPLIANCES)
- SECTION G2435 (605) VENTED GAS FIREPLACE HEATERS
- SECTION G2436 (608) VENTED WALL FURNACES
- SECTION G2437 (609) FLOOR FURNACES
- SECTION G2438 (613) CLOTHES DRYERS
- SECTION G2439 (614) CLOTHES DRYER EXHAUST [Go to Page]
- TABLE G2439.5.5.1 (TABLE 614.6.5.1) DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH
- SECTION G2440 (615) SAUNA HEATERS
- SECTION G2441 (617) POOL AND SPA HEATERS
- SECTION G2442 (618) FORCED-AIR WARM-AIR FURNACES
- SECTION G2443 (619) CONVERSION BURNERS
- SECTION G2444 (620) UNIT HEATERS
- SECTION G2445 (621) UNVENTED ROOM HEATERS
- SECTION G2446 (622) VENTED ROOM HEATERS
- SECTION G2447 (623) COOKING APPLIANCES
- SECTION G2448 (624) WATER HEATERS
- SECTION G2449 (627) AIR CONDITIONING APPLIANCES
- SECTION G2450 (628) ILLUMINATING APPLIANCES
- SECTION G2451 (630) INFRARED RADIANT HEATERS
- SECTION G2452 (631) BOILERS
- SECTION G2453 (634) CHIMNEY DAMPER OPENING AREA [Go to Page]
- TABLE G2453.1 (634.1) FREE OPENING AREA OF CHIMNEY DAMPER FOR VENTING FLUE GASES FROM UNLISTED DECORATIVE APPLIANCES FOR INSTALLATION IN VENTED FIREPLACES
- SECTION G2454 (636) OUTDOOR DECORATIVE APPLIANCES
- PART VII - PLUMBING [Go to Page]
- CHAPTER 25 PLUMBING ADMINISTRATION [Go to Page]
- SECTION P2501 GENERAL
- SECTION P2502 EXISTING PLUMBING SYSTEMS
- SECTION P2503 INSPECTION AND TESTS
- CHAPTER 26 GENERAL PLUMBING REQUIREMENTS [Go to Page]
- SECTION P2601 GENERAL
- SECTION P2602 INDIVIDUAL WATER SUPPLY AND SEWAGE DISPOSAL
- SECTION P2603 STRUCTURAL AND PIPING PROTECTION
- SECTION P2604 TRENCHING AND BACKFILLING [Go to Page]
- FIGURE P2604.4 PIPE LOCATION WITH RESPECT TO FOOTINGS
- SECTION P2605 SUPPORT [Go to Page]
- TABLE P2605.1 PIPING SUPPORT
- SECTION P2606 PENETRATIONS
- SECTION P2607 WATERPROOFING OF OPENINGS
- SECTION P2608 WORKMANSHIP
- SECTION P2609 MATERIALS EVALUATION AND LISTING
- CHAPTER 27 PLUMBING FIXTURES [Go to Page]
- SECTION P2701 FIXTURES, FAUCETS AND FIXTURE FITTINGS [Go to Page]
- TABLE P2701.1 PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS
- SECTION P2702 FIXTURE ACCESSORIES
- SECTION P2703 TAIL PIECES
- SECTION P2704 ACCESS TO CONNECTIONS
- SECTION P2705 INSTALLATION
- SECTION P2706 WASTE RECEPTORS
- SECTION P2707 DIRECTIONAL FITTINGS
- SECTION P2708 SHOWERS
- SECTION P2709 SHOWER RECEPTORS
- SECTION P2710 SHOWER WALLS
- SECTION P2711 LAVATORIES
- SECTION P2712 WATER CLOSETS
- SECTION P2713 BATHTUBS
- SECTION P2714 SINKS
- SECTION P2715 LAUNDRY TUBS
- SECTION P2716 FOOD WASTE GRINDER
- SECTION P2717 DISHWASHING MACHINES
- SECTION P2718 CLOTHES WASHING MACHINE
- SECTION P2719 FLOOR DRAINS
- SECTION P2720 WHIRLPOOL BATHTUBS
- SECTION P2721 BIDET INSTALLATIONS
- SECTION P2722 FIXTURE FITTING
- SECTION P2723 MACERATING TOILET SYSTEMS
- SECTION P2724 SPECIALTY TEMPERATURE CONTROL DEVICES AND VALVES
- CHAPTER 28 WATER HEATERS [Go to Page]
- SECTION P2801 GENERAL
- SECTION P2802 WATER HEATERS USED FOR SPACE HEATING
- SECTION P2803 RELIEF VALVES
- CHAPTER 29 WATER SUPPLY AND DISTRIBUTION [Go to Page]
- SECTION P2901 GENERAL
- SECTION P2902 PROTECTION OF POTABLE WATER SUPPLY [Go to Page]
- TABLE P2902.3.1 MINIMUM AIR GAPS
- TABLE P2902.3 APPLICATION FOR BACKFLOW PREVENTERS
- SECTION P2903 WATER-SUPPLY SYSTEM [Go to Page]
- TABLE P2903.1 REQUIRED CAPACITIES AT POINT OF OUTLET DISCHARGE
- TABLE P2903.2 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGSb
- TABLE P2903.8.1 MANIFOLD SIZING
- TABLE P2903.6 WATER-SUPPLY FIXTURE-UNIT VALUES FOR VARIOUS PLUMBING FIXTURES AND FIXTURE GROUPS
- TABLE P2903.6(1) CONVERSIONS FROM WATER SUPPLY FIXTURE UNIT TO GALLON PER MINUTE FLOW RATES [Go to Page]
- TABLE P2903.6(1)—continued CONVERSIONS FROM WATER SUPPLY FIXTURE UNIT TO GALLON PER MINUTE FLOW RATES
- SECTION P2904 DWELLING UNIT FIRE SPRINKLER SYSTEMS [Go to Page]
- FIGURE P2903.10 TYPICAL FROST PROOF HOSE BIBB INSTALLATION NOT REQUIRING SEPARATE VALUE
- FIGURE P2904.2.4.2 MINIMUM ALLOWABLE DISTANCE BETWEEN SPRINKLER AND OBSTRUCTION
- TABLE P2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED
- EQUATION 29-1
- TABLE P2904.6.2(1) WATER SERVICE PRESSURE LOSS (PLsvc)a, b
- TABLE P2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS (PLm)a
- TABLE P2904.6.2(3) ELEVATION LOSS (PLe)
- TABLE P2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3/4-INCH TYPE M COPPER WATER TUBING
- TABLE P2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING
- TABLE P2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3/4-INCH CPVC PIPE
- TABLE P2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE
- TABLE P2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3/4-INCH PEX AND PE-RT TUBING
- TABLE P2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX AND PE-RT TUBING
- SECTION P2905 MATERIALS, JOINTS AND CONNECTIONS [Go to Page]
- TABLE P2905.4 WATER SERVICE PIPE
- TABLE P2905.5 WATER DISTRIBUTION PIPE
- TABLE P2905.6 PIPE FITTINGS
- SECTION P2906 CHANGES IN DIRECTION
- SECTION P2907 SUPPORT
- SECTION P2908 DRINKING WATER TREATMENT UNITS
- CHAPTER 30 SANITARY DRAINAGE [Go to Page]
- SECTION P3001 GENERAL
- SECTION P3002 MATERIALS [Go to Page]
- TABLE P3002.1(1) ABOVE-GROUND DRAINAGE AND VENT PIPE
- TABLE P3002.1(2) UNDERGROUND BUILDING DRAINAGE AND VENT PIPE
- TABLE P3002.2 BUILDING SEWER PIPE
- TABLE P3002.3 PIPE FITTINGS
- SECTION P3003 JOINTS AND CONNECTIONS
- SECTION P3004 DETERMINING DRAINAGE FIXTURE UNITS [Go to Page]
- TABLE P3004.1 DRAINAGE FIXTURE UNIT (d.f.u.) VALUES FOR VARIOUS PLUMBING FIXTURES
- SECTION P3005 DRAINAGE SYSTEM [Go to Page]
- TABLE P3005.1 FITTINGS FOR CHANGE IN DIRECTION
- TABLE P3005.4.1 MAXIMUM FIXTURE UNITS ALLOWED TO BE CONNECTED TO BRANCHES AND STACKS
- TABLE P3005.4.2 MAXIMUM NUMBER OF FIXTURE UNITS ALLOWED TO BE CONNECTED TO THE BUILDING DRAIN, BUILDING DRAIN BRANCHES OR THE BUILDING SEWER
- SECTION P3006 SIZING OF DRAIN PIPE OFFSETS
- SECTION P3007 SUMPS AND EJECTORS [Go to Page]
- TABLE 3007.6 MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR
- SECTION P3008 BACKWATER VALVES
- SECTION P3009 GRAY WATER RECYCLING SYSTEMS [Go to Page]
- FIGURE P3009.1(1) GRAY WATER RECYCLING SYSTEM FOR FLUSHING WATER CLOSETS AND URINALS
- CHAPTER 31 VENTS [Go to Page]
- SECTION P3101 VENT SYSTEMS
- SECTION P3102 VENT STACKS AND STACK VENTS
- SECTION P3103 VENT TERMINALS
- SECTION P3104 VENT CONNECTIONS AND GRADES
- SECTION P3105 FIXTURE VENTS [Go to Page]
- TABLE P3105.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT
- SECTION P3106 INDIVIDUAL VENT
- SECTION P3107 COMMON VENT [Go to Page]
- TABLE P3107.3 COMMON VENT SIZES
- SECTION P3108 WET VENTING [Go to Page]
- TABLE P3108.3 WET VENT SIZE
- SECTION P3109 WASTE STACK VENT [Go to Page]
- TABLE P3109.4 WASTE STACK VENT SIZE
- SECTION P3110 CIRCUIT VENTING
- SECTION P3111 COMBINATION WASTE AND VENT SYSTEM [Go to Page]
- TABLE P3111.3 SIZE OF COMBINATION WASTE AND VENT PIPE
- SECTION P3112 ISLAND FIXTURE VENTING
- SECTION P3113 VENT PIPE SIZING [Go to Page]
- TABLE P3113.4.1 SIZE AND LENGTH OF SUMP VENTS
- SECTION P3114 AIR ADMITTANCE VALVES
- CHAPTER 32 TRAPS [Go to Page]
- SECTION P3201 FIXTURE TRAPS [Go to Page]
- TABLE P3201.7 SIZE OF TRAPS AND TRAP ARMS FOR PLUMBING FIXTURES
- CHAPTER 33 STORM DRAINAGE [Go to Page]
- SECTION P3301 GENERAL
- SECTION P3302 SUBSOIL DRAINS [Go to Page]
- TABLE P3302.1 SUBSOIL DRAIN PIPE
- SECTION P3303 SUMPS AND PUMPING SYSTEMS
- PART VIII - ELECTRICAL [Go to Page]
- CHAPTER 34 GENERAL REQUIREMENTS [Go to Page]
- SECTION E3401 GENERAL
- SECTION E3402 BUILDING STRUCTURE PROTECTION
- SECTION E3403 INSPECTION AND APPROVAL
- SECTION E3404 GENERAL EQUIPMENT REQUIREMENTS [Go to Page]
- TABLE E3404.4 ENCLOSURE SELECTION
- SECTION E3405 EQUIPMENT LOCATION AND CLEARANCES [Go to Page]
- FIGURE E3405.1a, b, c, d, e WORKING SPACE AND CLEARANCES
- SECTION E3406 ELECTRICAL CONDUCTORS AND CONNECTIONS [Go to Page]
- TABLE E3406.9 CONDUCTOR STRANDINGc
- SECTION E3407 CONDUCTOR AND TERMINAL IDENTIFICATION
- CHAPTER 35 ELECTRICAL DEFINITIONS [Go to Page]
- SECTION E3501 GENERAL
- CHAPTER 36 SERVICES [Go to Page]
- SECTION E3601 GENERAL SERVICES
- SECTION E3602 SERVICE SIZE AND RATING [Go to Page]
- TABLE E3602.2 MINIMUM SERVICE LOAD CALCULATION
- SECTION E3603 SERVICE, FEEDER AND GROUNDING ELECTRODE CONDUCTOR SIZING [Go to Page]
- TABLE E3603.1 SERVICE CONDUCTOR AND GROUNDING ELECTRODE CONDUCTOR SIZING
- SECTION E3604 OVERHEAD SERVICE AND SERVICE ENTRANCE CONDUCTOR INSTALLATION [Go to Page]
- FIGURE E3604.1 CLEARANCES FROM BUILDING OPENINGS
- FIGURE E3604.2.1 CLEARANCES FROM ROOFS
- SECTION E3605 SERVICE-ENTRANCE CONDUCTORS
- SECTION E3606 SERVICE EQUIPMENT—GENERAL
- SECTION E3607 SYSTEM GROUNDING
- SECTION E3608 GROUNDING ELECTRODE SYSTEM
- SECTION E3609 BONDING
- SECTION E3610 GROUNDING ELECTRODE CONDUCTORS
- SECTION E3611 GROUNDING ELECTRODE CONDUCT OR CONNECTION TO THE GROUNDING ELECTRODES
- CHAPTER 37 BRANCH CIRCUIT AND FEEDER REQUIREMENTS [Go to Page]
- SECTION E3701 GENERAL
- SECTION E3702 BRANCH CIRCUIT RATINGS [Go to Page]
- TABLE E3702.13 BRANCH-CIRCUIT REQUIREMENTS-SUMMARYa, b
- SECTION E3703 REQUIRED BRANCH CIRCUITS
- SECTION E3704 FEEDER REQUIREMENTS [Go to Page]
- TABLE E3704.2(1) FEEDER LOAD CALCULATION
- TABLE E3704.2(2) DEMAND LOADS FOR ELECTRIC RANGES, WALL-MOUNTED OVENS, COUNTER-MOUNTED COOKING UNITS AND OTHER COOKING APPLIANCES OVER 13/4 kVA RATINGa, b
- SECTION E3705 CONDUCTOR SIZING AND OVER CURRENT PROTECTION [Go to Page]
- TABLE E3705.3 CONDUCTOR PROXIMITY ADJUSTMENT FACTORS
- TABLE E3705.1 ALLOWABLE AMPACITIES
- TABLE E3705.2 AMBIENT TEMPERATURE CORRECTION FACTORS
- TABLE E3705.5.3 OVERCURRENT-PROTECTION RATING
- SECTION E3706 PANELBOARDS
- CHAPTER 38 WIRING METHODS [Go to Page]
- SECTION E3801 GENERAL REQUIREMENTS [Go to Page]
- TABLE E3801.2 ALLOWABLE WIRING METHODS
- TABLE E3801.4 ALLOWABLE APPLICATIONS FOR WIRING METHODS
- SECTION E3802 ABOVE-GROUND INSTALLATION REQUIREMENTS [Go to Page]
- TABLE E3802.1 GENERAL INSTALLATION AND SUPPORT REQUIREMENTS FOR WIRING METHODS
- SECTION E3803 UNDERGROUND INSTALLATION REQUIREMENTS [Go to Page]
- TABLE E3803.1 MINIMUM COVER REQUIREMENTS, BURIAL IN INCHES
- CHAPTER 39 POWER AND LIGHTING DISTRIBUTION [Go to Page]
- SECTION E3901 RECEPTACLE OUTLETS [Go to Page]
- FIGURE E3901.2 GENERAL USE RECEPTACLE DISTRIBUTION
- FIGURE E3901.4 COUNTERTOP RECEPTACLES
- FIGURE E3901.4.1 DETERMINATION OF AREA BEHIND SINK OR RANGE
- SECTION E3902 GROUND-FAULT AND ARC-FAULT CIRCUIT INTERRUPTER PROTECTION
- SECTION E3903 LIGHTING OUTLETS
- SECTION E3904 GENERAL INSTALLATION REQUIREMENTS [Go to Page]
- TABLE E3904.6(1) MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL METALLIC TUBING (EMT)a
- TABLE E3904.6(2) MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL NONMETALLIC TUBING (ENT)a
- TABLE E3904.6(3) MAXIMUM NUMBER OF CONDUCTORS IN FLEXIBLE METALLIC CONDUIT (FMC)a
- TABLE E3904.6(4) MAXIMUM NUMBER OF CONDUCTORS IN INTERMEDIATE METALLIC CONDUIT (IMC)a
- TABLE E3904.6(5) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-B)a
- TABLE E3904.6(6) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-A)a
- TABLE E3904.6(7) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE METAL CONDUIT (LFMC)a
- TABLE E3904.6(8) MAXIMUM NUMBER OF CONDUCTORS IN RIGID METAL CONDUIT (RMC)a
- TABLE E3904.6(9) MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT, SCHEDULE 80 (PVC-80)a [Go to Page]
- TABLE E3904.6(9)—continued MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT, SCHEDULE 80 (PVC-80)a
- TABLE E3904.6(10) MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT SCHEDULE 40 (PVC-40)a
- SECTION E3905 BOXES, CONDUIT BODIES AND FITTINGS [Go to Page]
- TABLE E3905.12.1 MAXIMUM NUMBER OF CONDUCTORS IN METAL BOXES
- TABLE E3905.12.2.1 VOLUME ALLOWANCE REQUIRED PER CONDUCTOR
- SECTION E3906 INSTALLATION OF BOXES, CONDUIT BODIES AND FITTINGS
- SECTION E3907 CABINETS AND PANELBOARDS [Go to Page]
- TABLE E3907.8 PERCENT OF CROSS SECTION OF CONDUIT AND TUBING FOR CONDUCTORS
- SECTION E3908 GROUNDING [Go to Page]
- TABLE E3908.12 EQUIPMENT GROUNDING CONDUCTOR SIZING
- SECTION E3909 FLEXIBLE CORDS [Go to Page]
- TABLE E3909.2 MAXIMUM AMPERE LOAD FOR FLEXIBLE CORDS
- CHAPTER 40 DEVICES AND LUMINAIRES [Go to Page]
- SECTION E4001 SWITCHES
- SECTION E4002 RECEPTACLES [Go to Page]
- TABLE E4002.1.2 RECEPTACLE RATINGS FOR VARIOUS SIZE MULTI-OUTLET CIRCUITS
- SECTION E4003 FIXTURES [Go to Page]
- FIGURE E4003.12 CLOSET STORAGE SPACE
- SECTION E4004 LUMINAIRE INSTALLATION
- SECTION E4005 TRACK LIGHTING
- CHAPTER 41 APPLIANCE INSTALLATION [Go to Page]
- SECTION E4101 GENERAL [Go to Page]
- TABLE E4101.3 FLEXIBLE CORD LENGTH
- TABLE E4101.5 DISCONNECTING MEANS [Go to Page]
- TABLE E4101.5—continued DISCONNECTING MEANS
- CHAPTER 42 SWIMMING POOLS [ELECTRICAL PROVISIONS] [Go to Page]
- SECTION E4201 GENERAL
- SECTION E4202 WIRING METHODS FOR POOLS, SPAS, HOT TUBS AND HYDROMASSAGE BATHTUBS [Go to Page]
- TABLE E4202.1 ALLOWABLE APPLICATIONS FOR WIRING METHODS
- SECTION E4203 EQUIPMENT LOCATION AND CLEARANCES [Go to Page]
- TABLE E4203.5 OVERHEAD CONDUCTOR CLEARANCES
- TABLE E4203.7 MINIMUM BURIAL DEPTHS
- SECTION E4204 BONDING
- SECTION E4205 GROUNDING
- SECTION E4206 EQUIPMENT INSTALLATION
- SECTION E4207 STORABLE SWIMMING POOLS
- SECTION E4208 SPAS AND HOT TUBS
- SECTION E4209 HYDROMASSAGE BATHTUBS
- CHAPTER 43 CLASS 2 REMOTE-CONTROL,SIGNALING AND POWER-LIMITED CIRCUITS [Go to Page]
- SECTION E4301 GENERAL
- SECTION E4302 POWER SOURCES
- SECTION E4303 WIRING METHODS [Go to Page]
- TABLE E4303.2 CABLE USES AND PERMITTED SUBSTITUTIONS
- SECTION E4304 INSTALLATION REQUIREMENTS
- CHAPTER 44 HIGH-VELOCITY HURRICANE ZONES [Go to Page]
- SECTION R4401 HIGH-VELOCITY HURRICANE ZONES —EXTERIOR WALL COVERING
- SECTION R4402 HIGH-VELOCITY HURRICANE ZONES —ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
- SECTION R4403 HIGH-VELOCITY HURRICANE ZONES —GENERAL
- SECTION R4404 HIGH-VELOCITY HURRICANE ZONES —FOUNDATIONS AND RETAINING WALLS
- SECTION R4405 HIGH-VELOCITY HURRICANE ZONES —CONCRETE
- SECTION 4406 HIGH-VELOCITY HURRICANE ZONES —LIGHT METAL ALLOYS
- SECTION 4407 HIGH-VELOCITY HURRICANE ZONES —MASONRY
- SECTION 4408 HIGH-VELOCITY HURRICANE ZONES —STEEL
- SECTION 4409 HIGH-VELOCITY HURRICANE ZONES —WOOD
- SECTION R4410 HIGH-VELOCITY HURRICANE ZONES —GLASS AND GLAZING
- SECTION R4411 HIGH-VELOCITY HURRICANE ZONES —GYPSUM BOARD AND PLASTER
- SECTION R4412 HIGH-VELOCITY HURRICANE ZONES —PLASTICS
- CHAPTER 45 PRIVATE SWIMMING POOLS [Go to Page]
- SECTION E4501 GENERAL
- PART IX - REFERENCED STANDARDS [Go to Page]
- CHAPTER 46 REFERENCED STANDARDS [Go to Page]
- AAF
- AAMA
- ACI
- ACCA
- AFPA
- AISI
- AITC
- ANSI
- APA
- APSP
- ASCE/SEI
- ASHRAE
- ASME
- ASSE
- ASTM
- AWPA
- AWS
- AWWA
- CGSB
- CISPI
- CPA
- CPSC
- CSA
- CSSB
- DASMA
- DOC
- DOTn
- FEMA
- Florida Codes
- FM
- FRSA
- GA
- HPVA
- HVI
- ICC
- ISO
- MAF
- MSS
- NAIMA
- NCMA
- NFPA
- NSF
- PCA
- SBCA
- SDI
- SMACNA
- TMS
- TPI
- UL
- ULC
- US-FTC
- WDMA
- APPENDIX A SIZING AND CAPACITIES OF GAS PIPING [Go to Page]
- A.1 GENERAL PIPING CONSIDERATIONS
- A.2 DESCRIPTION OF TABLES [Go to Page]
- TABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES [Go to Page]
- TABLE A.2.2—continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
- TABLE A.2.4 MULTIPLIERS TO BE USED WITH TABLES 402.4(1) THROUGH 402.4(22) WHERE THE SPECIFIC GRAVITY OF THE GAS IS OTHER THAN 0.60
- A.3 USE OF CAPACITY TABLES [Go to Page]
- TABLE A.3.4 THOUSANDS OF BTU/H (MBH) OF NATURAL GAS PER 100 FEET OF PIPE AT VARIOUS PRESSURE DROPS AND PIPE DIAMETERS
- A.4 USE OF SIZING EQUATIONS
- A.5 PIPE AND TUBE DIAMETERS [Go to Page]
- TABLE A.5.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES
- TABLE A.5.2 COPPER TUBE STANDARD SIZES
- A.6 EXAMPLES OF PIPING SYSTEM DESIGN AND SIZING [Go to Page]
- FIGURE A.6.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM
- FIGURE A.6.2 PIPING PLAN SHOWING A CSST SYSTEM
- FIGURE A.6.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM
- FIGURE A.6.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM
- APPENDIX B SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES, AND APPLIANCES LISTED FOR USE WITH TYPE B VENTS [Go to Page]
- EXAMPLES USING SINGLE APPLIANCE VENTING TABLES [Go to Page]
- 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
- FIGURE B-3 VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A MASONRY CHIMNEY OF TYPE B DOUBLE-WALL VENT CONNECTOR
- FIGURE B-4 VENT SYSTEM SERVING A SINGLE APPLIANCE USING A MASONRY CHIMNEY AND A SINGLE-WALL METAL VENT CONNECTOR
- FIGURE B-5 ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING A SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE
- FIGURE B-6 VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND TYPE B DOUBLE-WALL VENT CONNECTOR
- 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
- EXAMPLES USING COMMON VENTING TABLES [Go to Page]
- 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
- TABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa
- FIGURE B-19
- APPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTE [Go to Page]
- APPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS
- APPENDIX D RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION
- APPENDIX E FLORIDA STANDARD FOR MITIGATION OF RADON IN EXISTING BUILDINGS Effective: June 1, 1994 [Go to Page]
- INTRODUCTION
- PRINCIPAL APPROACHES FOR RADON MITIGATION IN EXISTING BUILDINGS
- FOREWORD
- CHAPTER E1 ADMINISTRATION [Go to Page]
- E101 GENERAL
- CHAPTER E2 DEFINITIONS [Go to Page]
- E201 GENERAL
- E202 DEFINITIONS
- CHAPTER E3 TESTING [Go to Page]
- E301 GENERAL
- CHAPTER E4 STRUCTURAL SEALING AND HVAC SYSTEM BALANCING [Go to Page]
- E401 GENERAL
- E402 SEALING CRACKS AND JOINTS IN CONCRETE FLOORS AND WALLS
- E403 FLOORS OVER CRAWL SPACE
- E404 COMBINED CONSTRUCTION TYPES
- E405 APPROVED SEALANT MATERIALS
- E406 SPACE CONDITIONING AND VENTILATION SYSTEMS
- CHAPTER E5 ENGINEERED SYSTEMS [Go to Page]
- E501 GENERAL
- E502 DESIGN CRITERIA
- CHAPTER E6 SOIL DEPRESSURIZATION SYSTEMS [Go to Page]
- E601 GENERAL
- E602 SOIL DEPRESSURIZATION SYSTEM INSTALLATION CRITERIA
- E603 SOIL DEPRESSURIZATION SYSTEM DESIGN CRITERIA
- E604 CRAWLSPACE VENTILATION
- APPENDIX F FLORIDA STANDARD FOR PASSIVE RADON-RESISTANT NEW RESIDENTIAL BUILDING CONSTRUCTION [Go to Page]
- CHAPTER F1 GENERAL [Go to Page]
- F101 GENERAL
- F102 INTENT
- F103 SCOPE
- F104 COMPLIANCE
- CHAPTER F2 DEFINITIONS [Go to Page]
- F201 GENERAL
- F202 DEFINITIONS
- CHAPTER F3 CONSTRUCTION REQUIREMENTS FOR PASSIVE RADON CONTROL [Go to Page]
- F301 GENERAL
- F302 SUBSLAB AND SOIL COVER MEMBRANES
- F303 FLOOR SLAB-ON-GRADE BUILDINGS
- F304 SLAB-BELOW-GRADE CONSTRUCTION
- F305 BUILDINGS WITH CRAWL SPACES
- F306 BUILDINGS WITH COMBINATION FLOOR SYSTEMS
- F307 SPACE CONDITIONING SYSTEMS
- APPENDIX G SWIMMING POOLS, SPAS AND HOT TUBS RESERVED
- APPENDIX H PATIO COVERS [Go to Page]
- SECTION AH101 GENERAL
- SECTION AH102 DEFINITION
- SECTION AH103 EXTERIOR WALLS AND OPENINGS
- SECTION AH104 HEIGHT
- SECTION AH105 STRUCTURAL PROVISIONS
- SECTION AH106 SPECIAL PROVISIONS FOR ALUMINUM SCREEN ENCLOSURES IN HURRICANE-PRONE REGIONS [Go to Page]
- TABLE AH106.4(1) DESIGN WIND PRESSURES FOR ALUMINUM SCREEN ENCLOSURE FRAMING WITH AN IMPORTANCE FACTOR OF 0.77
- TABLE AH106.4(2) HEIGHT ADJUSTMENT FACTORS
- APPENDIX I PRIVATE SEWAGE DISPOSAL [Go to Page]
- SECTION AI101 GENERAL
- APPENDIX J EXISTING BUILDINGS AND STRUCTURES [Go to Page]
- SECTION AJ101 PURPOSE AND INTENT
- SECTION AJ102 COMPLIANCE
- SECTION AJ103 PRELIMINARY MEETING
- SECTION AJ104 EVALUATION OF AN EXISTING BUILDING
- SECTION AJ105 PERMIT
- SECTION AJ201 DEFINITIONS
- SECTION AJ301 REPAIRS
- SECTION AJ401 RENOVATIONS
- SECTION AJ501 ALTERATIONS
- SECTION AJ601 RECONSTRUCTION
- APPENDIX K SOUND TRANSMISSION [Go to Page]
- SECTION AK101 GENERAL
- SECTION AK102 AIR-BORNE SOUND
- SECTION AK103 STRUCTURAL-BORNE SOUND
- SECTION AK104 REFERENCED STANDARDS
- APPENDIX L PERMIT FEES
- APPENDIX M HOME DAY CARE—R-3 OCCUPANCY [Go to Page]
- SECTION AM101 GENERAL
- SECTION AM102 DEFINITION
- SECTION AM103 MEANS OF EGRESS
- SECTION AM104 SMOKE DETECTION
- APPENDIX N VENTING METHODS [Go to Page]
- FIGURE N1 TYPICAL SINGLE-BATH WET-VENT ARRANGEMENTS
- FIGURE N2 TYPICAL DOUBLE-BATH WET-VENT ARRANGEMENTS
- FIGURE N3 TYPICAL HORIZONTAL WET VENTING
- FIGURE N4 TYPICAL METHODS OF WET VENTING
- FIGURE N5 SINGLE STACK SYSTEM FOR A TWO-STORY DWELLING
- FIGURE N6 WASTE STACK VENTING
- FIGURE N7 CIRCUIT VENT WITH ADDITIONAL NONCIRCUIT VENTED BRANCH
- APPENDIX O AUTOMATIC VEHICULAR GATES [Go to Page]
- SECTION AO101 GENERAL
- SECTION AO102 DEFINITION
- SECTION AO103 AUTOMATIC VEHICULAR GATES
- APPENDIX P SIZING OF WATER PIPING SYSTEM [Go to Page]
- SECTION AP101 GENERAL
- SECTION AP102 INFORMATION REQUIRED
- SECTION AP103 SELECTION OF PIPE SIZE [Go to Page]
- TABLE AP.1
- TABLE AP.2
- FIGURE AP103.3(1) EXAMPLE—SIZING
- TABLE AP103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS
- TABLE AP103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa
- TABLE AP103.3(3) TABLE FOR ESTIMATING DEMAND [Go to Page]
- TABLE AP103.3(3)—continued TABLE FOR ESTIMATING DEMAND
- TABLE AP103.3(4) LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH (psi)
- TABLE AP103.3(5) ALLOWANCE IN EQUIVALENT LENGTHS OF PIPE FOR FRICTION LOSS IN VALVES AND THREADED FITTINGS (feet)
- TABLE AP103.3(6) PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEa (feet)
- FIGURE AP103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B 88 COPPER TUBING)
- FIGURE AP103.3(3) FRICTION LOSS IN SMOOTH PIPE (TYPE L, ASTM B 88 COPPER TUBING)
- FIGURE AP103.3(4) FRICTION LOSS IN SMOOTH PIPE (TYPE M, ASTM B 88 COPPER TUBING)
- FIGURE AP103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa
- FIGURE AP103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPE
- FIGURE AP103.3(7) FRICTION LOSS IN ROUGH PIPEa
- SECTION AP201 SELECTION OF PIPE SIZE [Go to Page]
- TABLE AP201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.) [Go to Page]
- TABLE AP201.1—continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.)
- APPENDIX Q FLORIDA RESIDENTIAL CODE ELECTRICAL PROVISIONS/NATIONAL ELECTRICAL CODE CROSS REFERENCE
- INDEX
- FLORIDA BUILDING CODE - BUILDING, FIFTH EDITION (2014) CHAPTER 1 [Go to Page]
- CHAPTER 1 SCOPE AND ADMINISTRATION [Go to Page]
- PART 1—SCOPE AND APPLICATION [Go to Page]
- SECTION 101 GENERAL
- SECTION 102 APPLICABILITY
- PART 2—ADMINISTRATION AND ENFORCEMENT [Go to Page]
- SECTION 103 DEPARTMENT OF BUILDING SAFETY RESERVED
- SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL
- SECTION 105 PERMITS
- SECTION 106 FLOOR AND ROOF DESIGN LOADS
- SECTION 107 SUBMITTAL DOCUMENTS
- SECTION 108 TEMPORARY STRUCTURES AND USES
- SECTION 109 FEES
- SECTION 110 INSPECTIONS
- SECTION 111 CERTIFICATE OF OCCUPANCY
- SECTION 112 SERVICE UTILITIES
- SECTION 113 BOARD OF APPEALS RESERVED
- SECTION 114 VIOLATIONS RESERVED
- SECTION 115 STOP WORK ORDER
- SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT RESERVED
- SECTION 117 VARIANCES IN FLOOD HAZARD AREAS
- SIGNIFICANT CHANGES TO THE 5TH EDITION (2014) FLORIDA BUILDING CODE: BUILDING AND RESIDENTIAL
- THE INTERNATIONAL CODE COUNCIL'S TRAINING AND EDUCATION DEPARTMENT [Go to Page]