R202 #2 ACCESS (TO)
R202 #4 ACCESSORY STRUCTURE
R202 #5 ADDITION
R202 #6 ADHERED STONE OR MASONRY VENEER
R202 #14 AIR-IMPERMEABLE INSULATION
R202 #15 ALTERATION
R202 #16 ALTERNATING TREAD DEVICE
R202 #17 ANCHORED STONE OR MASONRY VENEER
R202 #21 APPROVED
R202 #22 APPROVED AGENCY
R202 #24 ASPECT RATIO
R202 #25 ATTIC
R202 #26 ATTIC, HABITABLE
R202 #36 BASEMENT
R202 #38 BASIC WIND SPEED
R202 #40 BATTERY SYSTEM, STATIONARY STORAGE
R202 #43 BOND BEAM
R202 #44 BRACED WALL LINE
R202 #45 BRACED WALL LINE, CONTINUOUSLY SHEATHED
R202 #46 BRACED WALL PANEL
R202 #54 BUILDING
R202 #56 BUILDING, EXISTING
R202 #57 BUILDING-INTEGRATED PHOTOVOLTAIC PRODUCT
R202 #58 BUILDING-INTEGRATED PHOTOVOLTAIC ROOF PANEL (BIPV Roof Panel)
R202 #59 BUILDING LINE
R202 #60 BUILDING OFFICIAL
R202 #64 BUILT-UP ROOF COVERING
R202 #65 CAP PLATE
R202 #66 CARBON MONOXIDE ALARM
R202 #67 CARBON MONOXIDE DETECTOR
R202 #68 CEILING HEIGHT
R202 #69 CEMENT PLASTER
R202 #70 CHANGE OF OCCUPANCY
R202 #76 CLADDING
2018 IRC - Table of Contents
Chapter 3 Overview ☆
R301.1 Application
R301.1.1 Alternative provisions
R301.1.2 Construction systems
R301.1.3 Engineered design
R301.2 Climatic and geographic design criteria
R301.2.1 Wind design criteria
R301.2.1.1 Wind limitations and wind design required
R301.2.1.1.1 Sunrooms
R301.2.1.2 Protection of openings
R301.2.1.2.1 Application of ASTM E1996
R301.2.1.3 Wind speed conversion
R301.2.1.4 Exposure category
R301.2.1.5 Topographic wind effects
R301.2.1.5.1 Simplified topographic wind speed-up method
R301.2.2 Seismic provisions
R301.2.2.1 Determination of seismic design category
R301.2.2.1.1 Alternate determination of seismic design category
R301.2.2.1.2 Alternative determination of seismic design category E
R301.2.2.2 Weights of materials
R301.2.2.3 Stone and masonry veneer
R301.2.2.4 Masonry construction
R301.2.2.5 Concrete construction
R301.2.2.6 Irregular buildings
R301.2.2.7 Height limitations
R301.2.2.8 Cold-formed steel framing in seismic design categories D0, D1 and D2
R301.2.2.9 Masonry chimneys
R301.2.2.10 Anchorage of water heaters
R301.2.3 Snow loads
R301.2.4 Floodplain construction
R301.2.4.1 Alternative provisions
R301.3 Story height
R301.4 Dead load
R301.5 Live load
R301.6 Roof load
R301.7 Deflection
R301.8 Nominal sizes
R302.1 Exterior Walls
R302.2 Townhouses ☆
R302.2.1 Double Walls
R302.2.2 Common Walls
R302.2.3 Continuity
R302.2.4 Parapets for townhouses
R302.2.5 Parapet construction
R302.2.6 Structrual independence
R302.3 Two-family dwellings
R302.3.1 Supporting construction
R302.4 Dwelling unit rated penetrations
R302.4.1 Through penetrations
R302.4.1.1 Fire-resistance-rated assembly
R302.4.1.2 Penetration firestop system
R302.4.2 Membrane penetrations
R302.5 Dwelling-garage opening and penetration protection
R302.5.1 Opening protection
R302.5.2 Duct penetrations
R302.5.3 Other penetrations
R302.6 Dwelling-garage fire separation
R302.7 Under-stair protection
R302.8 Foam plastics
R302.9 Flame spread index and smoke-developed index for wall and ceiling finishes
R302.9.1 Flame spread index
R302.9.2 Smoke-developed index
R302.9.3 Testing
R302.9.4 Alternative test method
R302.10 Flame spread index and smoke-developed index for insulation
R302.10.1 Insulation
R302.10.2 Loose-fill insulation
R302.10.3 Cellulosic fiber loose-fill insulation
R302.10.4 Exposed attic insulation
R302.10.5 Testing
R302.11 Fireblocking ☆
R302.11.1 Fireblocking materials
R302.11.1.1 Batts or blankets of mineral or glass fiber
R302.11.1.2 Unfaced fiberglass
R302.11.1.3 Loose-fill insulation material
R302.11.2 Fireblocking integrity
R302.12 Draftstopping | R302.12.1 Materials
R302.13 Fire protection of floors
R302.14 Combustible insulation clearance
R303.1 Habitable Rooms
R303.2 Adjoining Rooms
R303.3 Bathrooms
R303.4 Mechanical ventilation
R303.5 Opening location
R303.5.1 Intake openings
R303.5.2 Exhaust openings
R303.6 Outside opening protection
R303.7 Interior stairway illumination
R303.8 Exterior stairway illumination
R303.9 Required glazed opening
R303.9.1 Sunroom additions
R303.10 Required heating
R308 Overview ☆
R308.1 Identification
R308.1.1 Identification of multiple assemblies
R308.2 Louvered windows or jalousies
R308.2.1 Wired glass prohibited
R308.3 Human impact loads
R308.3.1 Impact test
R308.4 Hazardous locations
R308.4.1 Glazing in doors
R308.4.2 Glazing adjacent to doors
R308.4.3 Glazing in windows
R308.4.4 Glazing in guards and railings
R308.4.4.1 Structural glass baluster panels
R308.4.5 Glazing and wet surfaces
R308.4.6 Glazing adjacent to stairs and ramps
R308.4.7 Glazing adjacent to the bottom stair landing
R308.5 Site-built windows
R308.6 Skylights and sloped glazing
R308.6.1 Definitions
R308.6.2 Materials
R308.6.3 Screens, general
R308.6.4 Screens with multiple glazing
R308.6.5 Screens not required
R308.6.6 Glass in greenhouses
R308.6.7 Screen characteristics
R308.6.8 Curbs for skylights
R308.6.9 Testing and labeling
R308.6.9.1 Comparative analysis for glass-glazed unit skylights
R309.1 Floor surface
R309.2 Carports
R309.3 Flood hazard areas
R309.4 Automatic garage door openers
R309.5 Fire sprinklers
R310.1 Emergency escape and rescue opening required
R310.1.1 Operation constraints and opening control devices
R310.2 Emergency escape and rescue openings
R310.2.1 Minimum opening area
R310.2.2 Window sill height
R310.2.3 Window wells
R310.2.3.1 Ladder and steps
R310.2.3.2 Drainage
R310.2.4 Emergency escape and rescue openings under decks and porches
R310.2.5 Replacement windows
R310.3 Emergency escape and rescue doors
R310.3.1 Minimum door opening size
R310.3.2 Area wells
R310.3.2.1 Ladder and steps
R310.3.2.2 Drainage
R310.4 Bars, grilles, covers and screens
R310.5 Dwelling additions
R310.6 Alterations or repairs of existing basements
R311.1 Means of egress
R311.2 Egress door
R311.3 Floors and landings at exterior doors
R311.3.1 Floor elevations at the required egress doors
R311.3.2 Floor elevations at other exterior doors
R311.3.3 Storm and screen doors
R311.4 Vertical egress
R311.5 Landing, deck, balcony and stair construction and attachment
R311.6 Hallways
R311.7 Stairways
R311.7.1 Width
R311.7.2 Headroom
R311.7.3 Vertical rise
R311.7.4 Walkline
R311.7.5 Stair treads and risers
R311.7.5.1 Risers
R311.7.5.2 Treads
R311.7.5.2.1 Winder treads
R311.7.5.3 Nosings
R311.7.5.4 Exterior plastic composite treads
R311.7.6 Landings for stairways
R311.7.7 Stairway walking surface
R311.7.8 Handrails
R311.7.8.1 Height
R311.7.8.2 Handrail projection
R311.7.8.3 Handrail clearance
R311.7.8.4 Continuity
R311.7.8.5 Grip size
R311.7.8.6 Exterior plastic composite handrails
R311.7.9 Illumination
R311.7.10 Special stairways
R311.7.10.1 Spiral stairways
R311.7.10.2 Bulkhead enclosure stairways
R311.7.11 Alternating tread devices
R311.7.11.1 Treads of alternating tread devices
R311.7.11.2 Handrails of alternating tread devices
R311.7.12 Ship's ladders
R311.7.12.1 Treads of ship's ladders
R311.7.12.2 Handrails of ship's ladders
R311.8 Ramps
R311.8.1 Maximum slope
R311.8.2 Landings required
R311.8.3 Handrails required
R311.8.3.1 Height
R311.8.3.2 Grip size
R311.8.3.3 Continuity
R312.1 Guards
R312.1.1 Where required
R312.1.2 Height
R312.1.3 Opening limitations
R312.1.4 Exterior plastic composite guards
R312.2 Window fall protection
R312.2.1 Window sills
R312.2.2 Window opening control devices
R313 Overview
R313.1 Townhouse automatic fire sprinkler systems
R313.1.1 Design and installation
R313.2 One- and two-family dwellings automatic fire sprinkler systems
R313.2.1 Design and installation
R314.1 General
R314.1.1 Listings
R314.2 Where required
R314.2.1 New construction
R314.2.2 Alterations, repairs and additions
R314.3 Location
R314.3.1 Installation near cooking appliances
R314.4 Interconnection
R314.5 Combination alarms
R314.6 Power source
R314.7 Fire alarm systems
R314.7.1 General
R314.7.2 Location
R314.7.3 Permanent fixture
R314.7.4 Combination detectors
R315.1 General
R315.1.1 Listings
R315.2 Where required
R315.2.1 New Construction
R315.2.2 Alterations, repairs and additions
R315.3 Location
R315.4 Combination alarms
R315.5 Interconnectivity
R315.6 Power source
R315.7 Carbon monoxide detection systems
R315.7.1 General
R315.7.2 Location
R315.7.3 Permanent fixture
R315.7.4 Combination detectors
R316.1 General
R316.2 Labeling and Identification
R316.3 Surface burning characteristics
R316.4 Thermal barrier
R316.5 Specific requirements
R316.5.1 Masonry or concrete construction
R316.5.2 Roofing
R316.5.3 Attics
R316.5.4 Crawl spaces
R316.5.5 Foam-filled exterior doors
R316.5.6 Foam-filled garage doors
R316.5.7 Foam backer board
R316.5.8 Re-siding
R316.5.9 Interior trim
R316.5.10 Interior finish
R316.5.11 Sill plates and headers
R316.5.12 Sheathing
R316.5.13 Floors
R316.6 Specific approval
R316.7 Termite damage
R316.8 Wind resistance
R317.1 Location required
R317.1.1 Field treatment
R317.1.2 Ground contact
R317.1.3 Geographical areas
R317.1.4 Wood columns
R317.1.5 Exposed glued-laminated timbers
R317.2 Quality mark
R317.2.1 Required information
R317.3 Fasteners and connectors in contact with preservative-treated and fire-retardant-treated wood
R317.3.1 Fasteners for preservative-treated wood
R317.3.2 Fastenings for wood foundations
R317.3.3 Fasteners for fire-retardant-treated wood used in exterior applications or wet or damp locations
R317.3.4 Fasteners for fire-retardant-treated wood used in interior applications
R317.4 Plastic composites
R318.1 Subterranean termite control methods
R318.1.1 Quality mark
R318.1.2 Field treatment
R318.2 Chemical termiticide treatment
R318.3 Barriers
R318.4 Foam plastic protection
322.1 General
322.1.1 Alternative provisions
322.1.2 Structural systems
322.1.3 Flood-resistant construction
322.1.4 Establishing the design flood elevation
322.1.4.1 Determination of design flood elevations
322.1.4.2 Determination of impacts
322.1.5 Lowest floor
322.1.6 Protection of mechanical, plumbing and electrical systems
322.1.7 Protection of water supply and sanitary sewage systems
322.1.8 Flood-resistant materials
322.1.9 Manufactured homes
322.1.10 As-built elevation documentation
322.2 Flood hazard areas (including A Zones)
322.2.1 Elevation requirements
322.2.2 Enclosed area below design flood elevation
322.2.2.1 Installation of openings
322.2.3 Foundation design and construction
322.2.4 Tanks
322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated)
322.3.1 Location and site preparation
322.3.2 Elevation requirements
322.3.3 Foundations
322.3.4 Concrete slabs
322.3.5 Walls below design flood elevation
322.3.6 Enclosed areas below design flood elevation
322.3.6.1 Protection of building envelope
322.3.7 Stairways and ramps
322.3.8 Decks and porches
322.3.9 Construction documents
322.3.10 Tanks
R324.1 General
R324.2 Solar thermal systems
R324.3 Photovoltaic systems
R324.3.1 Equipment listings
R324.4 Rooftop-mounted photovoltaic systems
R324.4.1 Structural requirements
R324.4.1.1 Roof load
R324.4.1.2 Wind load
R324.4.2 Fire classification
R324.4.3 Roof penetrations
R324.5 Building-integrated photovoltaic systems
R324.5.1 Photovoltaic shingles
R324.5.2 Fire classification
R324.6 Roof access and pathways
R324.6.1 Pathways
R324.6.2 Setback at ridge
R324.6.2.1 Alternative setback at ridge
R324.6.2.2 Emergency escape and rescue opening
R324.7 Ground-mounted photovoltaic systems
R324.7.1 Fire separation distances
Chapter 4 Overview ☆
R401.1 Application
R401.2 Requirements
R401.3 Drainage
R401.4 Soil tests
R401.4.1 Geotechnical evaluation
R401.4.2 Compressible or shifting soil
R402.1 Wood foundations
R402.1.1 Fasteners
R402.1.2 Wood treatment
R402.2 Concrete
R402.2.1 Materials for concrete
R402.3 Precast concrete
R402.3.1 Precast concrete foundation materials
R402.4 Masonry
R403.1 General
R403.1.1 Minimum size
R403.1.2 Continuous footing in seismic design categories D0, D1 and D2
R403.1.3 Footing and stem wall reinforcing in seismic design categories D0, D1, and D2
R403.1.3.1 Concrete stem walls with concrete footings
R403.1.3.2 Masonry stem walls with concrete footings
R403.1.3.3 Slabs-on-ground with turned-down footings
R403.1.3.4 Interior bearing and braced wall panel footings in seismic design categories D0, D1 and D2
R403.1.3.5 Reinforcement
R403.1.3.5.1 Steel reinforcement
R403.1.3.5.2 Location of reinforcement in wall
R403.1.3.5.3 Support and cover
R403.1.3.5.4 Lap splices
R403.1.3.6 Isolated concrete footings
R403.1.4 Minimum depth
R403.1.4.1 Frost protection
R403.1.5 Slope
R403.1.6 Foundation anchorage
R403.1.6.1 Foundation anchorage in seismic design categories C, D0, D1 and D2
R403.1.7 Footings on or adjacent to slopes
R403.1.7.1 Building clearances from ascending slopes
R403.1.7.2 Footing setback from descending slope surfaces
R403.1.7.3 Foundation elevation
R403.1.7.4 Alternate setbacks and clearances
R403.1.8 Foundations on expansive soils
R403.1.8.1 Expansive soils classifications
R403.2 Footings for wood foundations
R403.3 Frost-protected shallow foundations
R403.3.1 Foundations adjoining frost-protected shallow foundations
R403.3.1.1 Attachment to unheated slab-on-ground structure
R403.3.1.2 Attachment to heated structure
R403.3.2 Protection of horizontal insulation below ground
R403.3.3 Drainage
R403.3.4 Termite protection
R403.4 Footings for precast concrete foundations
R403.4.1 Crushed stone footings
R403.4.2 Concrete footings
R404.1 Concrete and masonry foundation walls
R404.1.1 Design required
R404.1.2 Design of masonry foundation walls
R404.1.2.1 Masonry foundation walls
R404.1.3 Concrete foundation walls
R404.1.3.1 Concrete cross section
R404.1.3.2 Reinforcement for foundation walls
R404.1.3.2.1 Concrete foundation stem walls supporting above-grade concrete walls
R404.1.3.2.2 Concrete foundation stem walls supporting light-frame above-grade walls
R404.1.3.3 Concrete, materials for concrete, and forms
R404.1.3.3.1 Compressive strength
R404.1.3.3.2 Concrete mixing and delivery
R404.1.3.3.3 Maximum aggregate size
R404.1.3.3.4 Proportioning and slump of concrete
R404.1.3.3.5 Consolidation of concrete
R404.1.3.3.6 Form materials and form ties
R404.1.3.3.6.1 Stay-in-place forms
R404.1.3.3.7 Reinforcement
R404.1.3.3.7.1 Steel reinforcement
R404.1.3.3.7.2 Location of reinforcement in wall
R404.1.3.3.7.3 Wall openings
R404.1.3.3.7.4 Support and cover
R404.1.3.3.7.5 Lap splices
R404.1.3.3.7.6 Alternate grade of reinforcement and spacing
R404.1.3.3.7.7 Standard hooks
R404.1.3.3.7.8 Construction joint reinforcement
R404.1.3.3.8 Exterior wall coverings
R404.1.3.4 Requirements for seismic design category C
R404.1.4 Seismic design category D0, D1 or D2
R404.1.4.1 Masonry foundation walls
R404.1.4.2 Concrete foundation walls
R404.1.5 Foundation wall thickness based on walls supported
R404.1.5.1 Masonry wall thickness
R404.1.5.2 Concrete wall thickness
R404.1.5.3 Pier and curtain wall foundations
R404.1.6 Height above finished grade
R404.1.7 Backfill placement
R404.1.8 Rubble stone masonry
R404.1.9 Isolated masonry piers
R404.1.9.1 Pier cap
R404.1.9.2 Masonry piers supporting floor girders
R404.1.9.3 Masonry piers supporting braced wall panels
R404.1.9.4 Seismic design of masonry piers
R404.1.9.5 Masonry piers in flood hazard areas
R404.2 Wood foundation walls
R404.2.1 Identification
R404.2.2 Stud size
R404.2.3 Height of backfill
R404.2.4 Backfilling
R404.2.5 Drainage and dampproofing
R404.2.6 Fastening
R404.3 Wood sill plates
R404.4 Retaining walls
R404.5 Precast concrete foundation walls
R404.5.1 Design
R404.5.2 Precast concrete foundation design drawings
R404.5.3 Identification
R405.1 Concrete or masonry foundations
R405.1.1 Precast concrete foundations
R405.2 Wood foundations
R405.2.1 Base
R405.2.2 Vapor retarder
R405.2.3 Drainage systems
R406.1 Concrete and masonry foundation dampproofing
R406.2 Concrete and masonry foundation waterproofing
R406.3 Dampproofing for wood foundations
R406.3.1 Panel joint sealed
R406.3.2 Below-grade moisture barrier
R406.3.3 Porous fill
R406.3.4 Backfill
R406.4 Precast concrete foundation system dampproofing
R406.4.1 Panel joints sealed
Chapter 5 Overview ☆
R502.1 General
R502.1.1 Sawn lumber
R502.1.1.1 Preservative-treated lumber
R502.1.1.2 End-jointed lumber
R502.1.2 Prefabricated wood I-joists
R502.1.3 Structural glued laminated timbers
R502.1.4 Structural log members
R502.1.5 Structural composite lumber
R502.1.6 Cross-laminated timber
R502.1.7 Engineered wood rim board
R502.2 Design and construction
R502.2.1 Framing at braced wall line
R502.2.2 Blocking and subflooring
R502.3 Allowable joist spans
R502.3.1 Sleeping areas and attic joists
R502.3.2 Other floor joists
R502.3.3 Floor cantilevers
R502.4 Joists under bearing partitions
R502.5 Allowable girder and header span
R502.6 Bearing
R502.6.1 Floor systems
R502.6.2 Joist framing
R502.7 Lateral restraint at supports
R502.7.1 Bridging
R502.8 Cutting, drilling and notching
R502.8.1 Sawn lumber
R502.8.2 Engineered wood products
R502.9 Fastening
R502.10 Framing of openings
R502.11 Wood trusses
R502.11.1 Design
R502.11.2 Bracing
R502.11.3 Alteration to trusses
R502.11.4 Truss design drawings
R502.12 Draftstopping required
R502.13 Fireblocking required
R503 Overview
R503.1 Lumber sheathing
R503.1.1 End joints
R503.2 Wood structural panel sheathing
R503.2.1 Identification and grade
R503.2.1.1 Subfloor and combined subfloor underlayment
R503.2.2 Allowable spans
R503.2.3 Installation
R503.3 Particleboard
R503.3.1 Identification and grade
R503.3.2 Floor underlayment
R503.3.3 Installation
R504 Overview
R504.1 General
R504.1.1 Unbalanced soil load
R504.1.2 Construction
R504.1.3 Uplift and buckling
R504.2 Site preparation
R504.2.1 Base
R504.2.2 Moisture barrier
R504.3 Materials
R505 Overview
R505.1 Cold-formed steel floor framing
R505.1.1 Applicability limits
R505.1.2 In-line framing
R505.1.3 Floor trusses
R505.2 Structural framing
R505.2.1 Material
R505.2.2 Corrosion protection
R505.2.3 Dimension, thickness and material grade
R505.2.4 Identification
R505.2.5 Fastening
R505.2.6 Web holes, web hole reinforcing and web hole patching
R505.2.6.1 Web holes
R505.2.6.2 Web hole reinforcing
R505.2.6.3 Hole patching
R505.3 Floor construction
R505.3.1 Floor-to-foundation or load-bearing wall connections
R505.3.2 Minimum floor joist sizes
R505.3.3 Joist bracing and blocking
R505.3.3.1 Joist top flange bracing
R505.3.3.2 Joist bottom flange bracing/blocking
R505.3.3.3 Blocking at interior bearing supports
R505.3.3.4 Blocking at cantilevers
R505.3.4 Bearing stiffeners
R505.3.5 Cutting and notching
R505.3.6 Floor cantilevers
R505.3.7 Splicing
R505.3.8 Framing of floor openings
R506 Overview
R506.1 General
R506.2 Site preparation
R506.2.1 Fill
R506.2.2 Base
R506.2.3 Vapor retarder
R506.2.4 Reinforcement support
R507.1 Decks
R507.2 Materials
R507.2.1 Wood materials
R507.2.1.1 Engineered wood products
R507.2.2 Plastic composite deck boards, stair treads, guards, or handrails
R507.2.2.1 Labeling
R507.2.2.2 Flame spread index
R507.2.2.3 Decay resistance
R507.2.2.4 Termite resistance
R507.2.2.5 Installation of plastic composites
R507.2.3 Fasteners and connectors
R507.2.4 Flashing
R507.2.5 Alternate materials
R507.3 Footings
R507.3.1 Minimum size
R507.3.2 Minimum depth
R507.4 Deck posts
R507.4.1 Deck post to deck footing connection
R507.5 Deck beams
R507.5.1 Deck beam bearing
R507.5.2 Deck beam connection to supports
R507.6 Deck joists
R507.6.1 Deck joist bearing
R507.6.2 Deck joist lateral restraint
R507.7 Decking
R507.8 Vertical and lateral supports
R507.9 Vertical and lateral supports at band joist
R507.9.1 Vertical supports
R507.9.1.1 Ledger details
R507.9.1.2 Band joist details
R507.9.1.3 Ledger to band joist details
R507.9.1.4 Alternate ledger details
R507.9.2 Lateral connection
Chapter 6 Overview ☆
R602 Overview
R602.1 General
R602.1.1 Sawn lumber
R602.1.2 End-jointed lumber
R602.1.3 Structrual glued-laminated timbers
R602.1.4 Structural log members
R602.1.5 Structural composite lumber
R602.1.6 Cross-laminated timber
R602.1.7 Engineered wood rim board
R602.1.8 Wood structural panels
R602.1.9 Particleboard
R602.1.10 Fiberboard
R602.1.11 Structural insulated panels
R602.2 Grade
R602.3 Design and construction
R602.3.1 Stud size, height and spacing
R602.3.2 Top plate
R602.3.3 Bearing studs
R602.3.4 Bottom (sole) plate
R602.3.5 Braced wall panel uplift load path
R602.4 Interior load-bearing walls
R602.5 Interior nonbearing walls
R602.6 Drilling and notching of studs
R602.6.1 Drilling and notching of top plate
R602.7 Headers
R602.7.1 Single member headers
R602.7.2 Rim board headers
R602.7.3 Wood structural panel box headers
R602.7.4 Nonbearing walls
R602.7.5 Supports for headers
R602.8 Fireblocking required
R602.9 Cripple walls
R602.10 Wall bracing
R602.10.1 Braced wall lines
R602.10.1.1 Length of a braced wall line
R602.10.1.2 Offsets along a braced wall line
R602.10.1.3 Spacing of braced wall lines
R602.10.1.4 Angled walls
R602.10.2 Braced wall panels
R602.10.2.1 Braced wall panel uplift load path
R602.10.2.2 Locations of braced wall panels
R602.10.2.2.1 Location of braced wall panels in seismic design categories D0, D1 and D2
R602.10.2.3 Minimum number of braced wall panels
R602.10.3 Required length of bracing
R602.10.4 Construction methods for braced wall panels
R602.10.4.1 Mixing methods
R602.10.4.2 Continuous sheathing methods
R602.10.4.3 Braced wall panel interior finish material
R602.10.4.4 Panel joints
R602.10.5 Minimum length of a braced wall panel
R602.10.5.1 Contributing length
R602.10.5.2 Partial credit
R602.10.6 Construction of methods ABW, PFH, PFG, CS-PF and BV-WSP
R602.10.6.1 Method ABW: Alternate braced wall panels
R602.10.6.2 Method PFH: Portal frame with hold-downs
R602.10.6.3 Method PFG: Portal frame at garage door openings in seismic design categories A, B and C
R602.10.6.4 Method CS-PF: Continuously sheathed portal frame
R602.10.6.5 Wall bracing for dwellings with stone and masonry veneer in seismic design categories D0, D1 and D2
R602.10.6.5.1 Length of bracing
R602.10.7 Ends of braced wall lines with continuous sheathing
R602.10.8 Braced wall panel connections
R602.10.8.1 Braced wall panel connections for seismic design categories D0, D1 and D2
R602.10.8.2 Connections to roof framing
R602.10.9 Braced wall panel support
R602.10.9.1 Braced wall panel support for seismic design categories D0, D1 and D2
R602.10.10 Cripple wall bracing
R602.10.10.1 Cripple wall bracing for seismic design categories D0 and D1and townhouses in seismic design category C
R602.10.10.2 Cripple wall bracing for seismic design category D2
R602.10.10.3 Redesignation of cripple walls
R602.11 Wall anchorage
R602.11.1 Wall anchorage for all building in seismic design categories D0, D1 and D2 and townhouses in seismic design category C
R602.11.2 Stepped foundations in seismic design categories D0, D1 and D2
R602.12 Simplified wall bracing
R602.12.1 Circumscribed rectangle
R602.12.2 Sheating materials
R602.12.3 Bracing unit
R602.12.3.1 Multiple bracing units
R602.12.4 Number of bracing units
R602.12.5 Distribution of bracing units
R602.12.6 Narrow panels
R602.12.6.1 Method CS-G
R602.12.6.2 Method CS-PF
R602.12.6.3 Methods ABW, PFH, and PFG
R602.12.7 Lateral support
R602.12.8 Stem walls
R603.1 General
R603.1.1 Applicability limits
R603.1.2 In-line framing
R603.2 Structural framing
R603.2.1 Material
R603.2.2 Corrosion protection
R603.2.3 Dimension, thickness and material grade
R603.2.4 Identification
R603.2.5 Fastening
R603.2.6 Web holes, web hole reinforcing and web hole patching
R603.2.6.1 Web holes
R603.2.6.2 Web hole reinforcing
R603.2.6.3 Hole patching
R603.3 Wall construction
R603.3.1 Wall to foundation or floor connection
R603.3.1.1 Gable endwalls
R603.3.2 Minimum stud sizes
R603.3.2.1 Gable endwalls
R603.3.3 Stud bracing
R603.3.4 Cutting and notching
R603.3.5 Splicing
R603.4 Corner framing
R603.5 Exterior wall covering
R603.6 Headers
R603.6.1 Headers in gable endwalls
R603.7 Jack and king studs
R603.8 Head and sill track
R603.9 Structural sheathing
R603.9.1 Sheathing materials
R603.9.2 Determination of minimum length of full-height sheathing
R603.9.2.1 Full height sheathing
R603.9.2.2 Full-height sheathing in lowest story
R603.9.3 Structural sheathing fastening
R603.9.4 Uplift connection requirements
R603.9.4.1 Ultimate design wind speeds greater than 130 mph
R603.9.4.2 Hold-down anchor
R603.9.5 Structural sheathing for stone and masonry veneer
R603.9.5.1 Seismic design category C
R603.9.5.2 Seismic design categories D0, D1 and D2
R606 Overview
R606.1 General
R606.1.1 Professional registration not required
R606.2 Masonry construction materials
R606.2.1 Concrete masonry units
R606.2.2 Clay or shale masonry units
R606.2.3 AAC masonry
R606.2.4 Stone masonry units
R606.2.5 Architectural cast stone
R606.2.6 Adhered manufactured stone masonry veneer units
R606.2.7 Second-hand units
R606.2.8 Mortar
R606.2.8.1 Foundation walls
R606.2.8.2 Masonry in seismic design categories A, B and C
R606.2.8.3 Masonry in seismic design categories D0, D1 and D2
R606.2.9 Surface-bonding mortar
R606.2.10 Mortar for AAC masonry
R606.2.11 Mortar for adhered masonry veneer
R606.2.12 Grout
R606.2.13 Metal reinforcement and accessories
R606.3 Construction requirements
R606.3.1 Bed and head joints
R606.3.2 Masonry unit placement
R606.3.2.1 Solid masonry
R606.3.2.2 Hollow masonry
R606.3.3 Installation of wall ties
R606.3.4 Protection of reinforcement
R606.3.4.1 Corrosion protection
R606.3.5 Grouting requirements
R606.3.5.1 Grout placement
R606.3.5.2 Cleanouts
R606.3.5.3 Construction
R606.3.6 Grouted multiple-wythe masonry
R606.3.6.1 Bonding of backup wythe
R606.3.6.2 Grout barriers
R606.3.7 Masonry bonding pattern
R606.3.7.1 Masonry laid in running bond
R606.3.7.2 Masonry laid is stack bond
R606.4 Thickness of masonry
R606.4.1 Minimum thickness
R606.4.2 Rubble stone masonry wall
R606.4.3 Change in thickness
R606.4.4 Parapet walls
R606.5 Corbeled masonry
R606.5.1 Units
R606.5.2 Corbel projection
R606.5.3 Corbeled masonry supporting floor or roof-framing members
R606.6 Support conditions
R606.6.1 Bearing on support
R606.6.2 Support at foundations
R606.6.3 Beam supports
R606.6.3.1 Joist bearing
R606.6.4 Lateral support
R606.6.4.1 Horizontal lateral support
R606.6.4.1.1 Bonding pattern
R606.6.4.1.2 Metal reinforcement
R606.6.4.2 Vertical lateral support
R606.6.4.2.1 Roof structures
R606.6.4.2.2 Floor diaphragms
R606.7 Piers
R606.7.1 Pier cap
R606.8 Chases
R606.9 Allowable stresses
R606.9.1 Combined units
R606.10 Lintels
R606.11 Anchorage
R606.12 Seismic requirements
R606.12.1 General
R606.12.1.1 Floor and roof diaphragm construction
R606.12.2 Seismic design category C
R606.12.2.1 Minimum length of wall without openings
R606.12.2.2 Design of elements not part of the lateral force-resisting system
R606.12.2.2.1 Load-bearing frames or columns
R606.12.2.2.2 Masonry partition walls
R606.12.2.2.3 Reinforcement requirements for masonry elements
R606.12.2.3 Design of elements part of the lateral force-resisting system
R606.12.2.3.1 Connections to masonry shear walls
R606.12.2.3.2 Connections to masonry columns
R606.12.2.3.3 Minimum reinforcement requirements for masonry shear walls
R606.12.3 Seismic design category D0 or D1
R606.12.3.1 Design requirements
R606.12.3.2 Minimum reinforcement requirements for masonry walls
R606.12.3.2.1 Shear wall reinforcement requirements
R606.12.3.3 Minimum reinforcement for masonry columns
R606.12.3.4 Material restrictions
R606.12.3.5 Lateral tie anchorage
R606.12.4 Seismic design category D2
R606.12.4.1 Design of elements not part of the lateral force-resisting system
R606.12.4.2 Design of elements part of the lateral force-resisting system
R606.13 Multiple-wythe masonry
R606.13.1 Bonding with masonry headers
R606.13.1.1 Solid units
R606.13.1.2 Hollow units
R606.13.2 Bonding with wall ties or joint reinforcement
R606.13.2.1 Bonding with wall ties
R606.13.2.2 Bonding with adjustable wall ties
R606.13.2.3 Bonding with prefabricated joint reinforcement
R606.13.3 Bonding with natural or cast stone
R606.13.3.1 Ashlar masonry
R606.13.3.2 Rubble stone masonry
R606.14 Anchored and adhered masonry veneer
R606.14.1 Anchored veneer
R606.14.2 Adhered veneer
R607 Overview ☆
R607.1 General
R607.2 Materials
R607.3 Units
R607.3.1 Standard units
R607.3.2 Thin units
R607.4 Isolated panels
R607.4.1 Exterior standard-unit panels
R607.4.2 Exterior thin-unit panels
R607.4.3 Interior panels
R607.4.4 Curved panels
R607.5 Panel support
R607.5.1 Deflection
R607.5.2 Lateral support
R607.5.2.1 Panel anchor restraints
R607.5.2.2 Channel-type restraints
R607.6 Sills
R607.7 Expansion joints
R607.8 Mortar
R607.9 Reinforcement
R607.10 Placement
R608 Overview ☆
R608.1 General
R608.1.1 Interior construction
R608.1.2 Other concrete walls
R608.2 Applicability limits
R608.3 Concrete wall systems
R608.3.1 Flat wall systems
R608.3.2 Waffle-grid wall systems
R608.3.3 Screen-grid wall systems
R608.4 Stay-in-place forms
R608.4.1 Surface burning characteristics
R608.4.2 Interior covering
R608.4.3 Exterior wall covering
R608.4.4 Flat ICF wall systems
R608.5 Materials
R608.5.1 Concrete and materials for concrete
R608.5.1.1 Cements
R608.5.1.2 Concrete mixing and delivery
R608.5.1.3 Maximum aggregate size
R608.5.1.4 Proportioning and slump of concrete
R608.5.1.5 Compressive strength
R608.5.1.6 Consolidation of concrete
R608.5.2 Steel reinforcement and anchor bolts
R608.5.2.1 Steel reinforcement
R608.5.2.2 Anchor bolts
R608.5.2.3 Sheet steel angles and tension tie straps
R608.5.3 Form materials and form ties
R608.5.4 Reinforcement installation details
R608.5.4.1 Support and cover
R608.5.4.2 Location of reinforcement in walls
R608.5.4.3 Lap splices
R608.5.4.4 Development of bars in tension
R608.5.4.5 Standard hooks
R608.5.4.6 Webs of waffle-grid walls
R608.5.4.7 Alternate grade of reinforcement and spacing
R608.5.5 Construction joints in walls
R608.6 Above-grade wall requirements
R608.6.1 General
R608.6.2 Wall reinforcement for wind
R608.6.3 Continuity of wall reinforcement between stories
R608.6.4 Termination of reinforcement
R608.6.5 Location of reinforcement in wall
R608.7 Solid walls for resistance to lateral forces
R608.7.1 Length of solid wall
R608.7.1.1 Length of solid wall for wind
R608.7.2 Solid wall segments
R608.7.2.1 Minimum length of solid wall segment and maximum spacing
R608.7.2.2 Reinforcement in solid wall segments
R608.7.2.2.1 Horizontal shear reinforcement
R608.7.2.2.2 Vertical reinforcement
R608.7.2.2.3 Vertical shear reinforcement
R608.7.2.3 Solid wall segments at corners
R608.8 Requirements for lintels and reinforcement around openings
R608.8.1 Reinforcement around openings
R608.8.1.1 Horizontal reinforcement
R608.8.1.2 Vertical reinforcement
R608.8.2 Lintels
R608.8.2.1 Lintels designed for gravity load-bearing conditions
R608.8.2.2 Bundled bars in lintels
R608.8.2.3 Lintels without stirrups designed for nonload-bearing conditions
R608.9 Requirements for connections - general
R608.9.1 Connections between concrete walls and light-framed floor, ceiling and roof systems
R608.9.1.1 Anchor bolts
R608.9.1.2 Removal of stay-in-place form material at bolts
R608.9.2 Connections between concrete walls and light-framed floor systems
R608.9.3 Connections between concrete walls and light-framed ceiling and roof systems
R608.10 Floor, roof and ceiling diaphragms
R609 Overview ☆
R609.1 General
R609.2 Performance
R609.3 Testing and labeling
R609.3.1 Comparative analysis
R609.4 Garage doors
R609.5 Other exterior window and door assemblies
R609.6 Windborne debris protection
R609.6.1 Fenestration testing and labeling
R609.6.2 Impact protective systems-testing and labeling
R609.7 Anchorage methods
R609.7.1 Anchoring requirements
R609.7.2 Anchorage details
R609.7.2.1 Masonry, concrete or other structural substrate
R609.7.2.2 Wood or other approved framing material
R609.8 Mullions
R609.8.1 Load transfer
R609.8.2 Deflection
R609.8.3 Structural safety factor
R610 Overview ☆
R610.1 General
R610.2 Applicability limits
R610.3 Materials
R610.3.1 Lumber
R610.3.2 SIP screws
R610.3.3 Nails
R610.4 SIP wall panels
R610.5 Wall construction
R610.5.1 Top plate connection
R610.5.2 Bottom (sole) plate connection
R610.5.3 Panel-to-panel connections
R610.5.4 Corner framing
R610.5.5 Wall bracing
R610.5.6 Thermal barrier
R610.6 Interior load-bearing walls
R610.7 Drilling and notching
R610.8 Headers
R610.8.1 Wood structural panel box header
Chapter 7 Overview ☆
R702 Overview ☆
R702.1 General
R702.2 Interior plaster
R702.2.1 Gypsum plaster
R702.2.2 Cement plaster
R702.2.2.1 Application
R702.2.2.2 Curing
R702.2.3 Support
R702.3 Gypsum board and gypsum panel products
R702.3.1 Materials
R702.3.1.1 Adhesives
R702.3.2 Wood framing
R702.3.3 Cold-formed steel framing
R702.3.4 Insulating concrete form walls
R702.3.5 Application
R702.3.5.1 Screw fastening
R702.3.6 Horizontal gypsum board diaphragm ceilings
R702.3.7 Water-resistant gypsum backing board
R702.3.7.1 Limitations
R702.4 Ceramic tile
R702.4.1 General
R702.4.2 Backer boards
R702.5 Other finishes
R702.6 Wood shakes and shingles
R702.6.1 Attachment
R702.6.2 Furring strips
R702.7 Vapor retarders
R702.7.1 Class III vapor retarders
R702.7.2 Material vapor retarder class
R702.7.3 Minimum clear airspaces and vented openings for vented cladding
R703 Overview ☆
R703.1 General
R703.1.1 Water resistance
R703.1.2 Wind resistance
R703.2 Water-resistive barrier
R703.3 Wall covering nominal thickness and attachments
R703.3.1 Soffit installation
R703.3.1.1 Wood structural panel soffit
R703.3.1.2 Vinyl soffit panels
R703.3.2 Wind limitations
R703.3.3 Fasteners
R703.3.4 Minimum fastener length and penetration
R703.4 Flashing
R703.5 Wood, hardboard and wood structural panel siding
R703.5.1 Vertical wood siding
R703.5.2 Panel siding
R703.5.3 Horizontal wood siding
R703.6 Wood shakes and shingles
R703.6.1 Application
R703.6.2 Weather exposure
R703.6.3 Attachment
R703.6.4 Bottom courses
R703.7 Exterior plaster (stucco)
R703.7.1 Lath
R703.7.2 Plaster
R703.7.2.1 Weep screeds
R703.7.3 Water-resistive barriers
R703.7.4 Application
R703.7.5 Curing
R703.8 Anchored stone and masonry veneer, general
R703.8.1 Interior veneer support
R703.8.2 Exterior veneer support
R703.8.2.1 Support by steel angle
R703.8.2.2 Support by roof construction
R703.8.3 Lintels
R703.8.3.1 Allowable span
R703.8.3.2 Maximum span
R703.8.4 Anchorage
R703.8.4.1 Size and spacing
R703.8.4.1.1 Veneer ties around wall openings
R703.8.4.2 Grout fill
R703.8.5 Flashing
R703.8.6 Weepholes
R703.9 Exterior insulation and finish system (EIFS)/EIFS with drainage
R703.9.1 Exterior insulation and finish system (EIFS)
R703.9.2 Exterior insulation and finish system (EIFS) with drainage
R703.10 Fiber cement siding
R703.10.1 Panel siding
R703.10.2 Lap siding
R703.11 Vinyl siding
R703.11.1 Installation
R703.11.1.1 Fasteners
R703.11.1.2 Penetration depth
R703.11.1.3 Spacing
R703.11.2 Installation over foam plastic sheathing
R703.12 Adhered masonry veneer installation
R703.12.1 Clearances
R703.12.2 Flashing at foundation
R703.12.3 Water-resistive barrier
R703.13 Insulated vinyl siding
R703.13.1 Insulated vinyl siding and accessories
R703.14 Polypropylene siding
R703.14.1 Polypropylene siding and accessories
R703.14.1.1 Installation
R703.14.1.2 Fastener requirements
R703.14.2 Fire separation
R703.14.3 Flame spread index
R703.15 Cladding attachment over foam sheathing to wood framing
R703.15.1 Direct attachment
R703.15.2 Furred cladding attachment
R703.16 Cladding attachment over foam sheathing to cold-formed steel framing
R703.16.1 Direct attachment
R703.16.2 Furred cladding attachment
R703.17 Cladding attachment over foam sheathing to masonry or concrete wall construction
Chapter 8 Overview ☆
R802 Overview
R802.1 General
R802.1.1 Sawn lumber
R802.1.1.1 End-jointed lumber
R802.1.2 Structural glued-laminated timbers
R802.1.3 Structural log members
R802.1.4 Structural composite lumber
R802.1.5 Fire-retardant-treated wood
R802.1.5.1 Pressure process
R802.1.5.2 Other means during manufacture
R802.1.5.3 Testing
R802.1.5.4 Labeling
R802.1.5.5 Strength adjustments
R802.1.5.6 Wood structural panels
R802.1.5.7 Lumber
R802.1.5.8 Exposure to weather
R802.1.5.9 Interior applications
R802.1.5.10 Moisture content
R802.1.6 Cross-laminated timber
R802.1.7 Engineered wood rim board
R802.1.8 Prefabricated wood I-joists
R802.2 Design and construction
R802.3 Ridge
R802.4 Rafters
R802.4.1 Rafter size
R802.4.2 Framing details
R802.4.3 Hips and valleys
R802.4.4 Rafter supports
R802.4.5 Purlins
R802.4.6 Collar ties
R802.5 Ceiling joists
R802.5.1 Ceiling joist size
R802.5.2 Ceiling joist and rafter connections
R802.5.2.1 Ceiling joists lapped
R802.5.2.2 Rafter ties
R802.5.2.3 Blocking
R802.6 Bearing
R802.6.1 Finished ceiling material
R802.7 Cutting, drilling and notching
R802.7.1 Sawn lumber
R802.7.1.1 Cantilevered portions of rafters
R802.7.1.2 Ceiling joist taper cut
R802.7.2 Engineered wood products
R802.8 Lateral support
R802.8.1 Bridging
R802.9 Framing of openings
R802.10 Wood trusses
R802.10.1 Truss design drawings
R802.10.2 Design
R802.10.2.1 Applicability limits
R802.10.3 Bracing
R802.10.4 Alterations to trusses
R802.11 Roof tie-down
R802.11.1 Truss design drawings
R802.11.1.1 Truss uplift resistance
R802.11.1.2 Rafter uplift resistance
R803 Overview
R803.1 Lumber sheathing
R803.2 Wood structural panel sheathing
R803.2.1 Identification and grade
R803.2.1.1 Exposure durability
R803.2.1.2 Fire-retardant-treated plywood
R803.2.2 Allowable spans
R803.2.3 Installation
R804 Overview ☆
R804.1 General
R804.1.1 Applicability limits
R804.1.2 In-line framing
R804.2 Structural framing
R804.2.1 Material
R804.2.2 Corrosion protection
R804.2.3 Dimension, thickness and material grade
R804.2.4 Identification
R804.2.5 Fastening requirements
R804.2.6 Web holes, web hole reinforcing and web hole patching
R804.2.6.1 Web holes
R804.2.6.2 Web hole reinforcing
R804.2.6.3 Hole patching
R804.3 Roof construction
R804.3.1 Ceiling joists
R804.3.1.1 Minimum ceiling joist size
R804.3.1.2 Ceiling joist bottom flange bracing
R804.3.1.3 Ceiling joist top flange bracing
R804.3.1.4 Ceiling joist splicing
R804.3.2 Roof rafters
R804.3.2.1 Minimum roof rafter sizes
R804.3.2.1.1 Eave overhang
R804.3.2.1.2 Rake overhang
R804.3.2.2 Roof rafter support brace
R804.3.2.3 Roof rafter splice
R804.3.2.4 Roof rafter to ceiling joist and ridge member connection
R804.3.2.5 Roof rafter bottom flange bracing
R804.3.3 Cutting and notching
R804.3.4 Headers
R804.3.5 Framing of opening roofs and ceilings
R804.3.6 Roof trusses
R804.3.7 Ceiling and roof diaphragms
R804.3.7.1 Ceiling diaphragms
R804.3.7.2 Roof diaphragm
R804.3.8 Roof tie-down
Chapter 9 Overview ☆
R902 Overview ☆
R902.1 Roofing covering materials
R902.2 Fire-retardant-treated shingles and shakes
R902.3 Building-integrated photovoltaic product
R902.4 Rooftop-mounted photovoltaic panel systems
R903 Overview ☆
R903.1 General
R903.2 Flashing
R903.2.1 Locations
R903.2.2 Crickets and saddles
R903.3 Coping
R903.4 Roof drainage
R903.4.1 Secondary (emergency overflow) drains or scuppers
R904 Overview ☆
R904.1 Scope
R904.2 Compatibility of materials
R904.3 Material specifications and physical characteristics
R904.4 Product identification
R905.1 Roof covering application
R905.1.1 Underlayment
R905.1.2 Ice barriers
R905.2 Asphalt shingles
R905.2.1 Sheathing requirements
R905.2.2 Slope
R905.2.3 Underlayment
R905.2.4 Asphalt shingles
R905.2.4.1 Wind resistance of asphalt shingles
R905.2.5 Fasteners
R905.2.6 Attachment
R905.2.7 Ice barrier
R905.2.8 Flashing
R905.2.8.1 Base and cap flashing
R905.2.8.2 Valleys
R905.2.8.3 Sidewall flashing
R905.2.8.4 Other flashing
R905.2.8.5 Drip edge
R905.3 Clay and concrete tile
R905.3.1 Deck requirements
R905.3.2 Deck slope
R905.3.3 Underlayment
R905.3.4 Clay tile
R905.3.5 Concrete tile
R905.3.6 Fasteners
R905.3.7 Application
R905.3.8 Flashing
R905.4 Metal roof shingles
R905.4.1 Deck requirements
R905.4.2 Deck slope
R905.4.3 Underlayment
R905.4.3.1 Ice barrier
R905.4.4 Material standards
R905.4.5 Application
R905.4.6 Flashing
R905.5 Mineral-surfaced roll roofing
R905.5.1 Deck requirements
R905.5.2 Deck slope
R905.5.3 Underlayment
R905.5.3.1 Ice barrier
R905.5.4 Material standards
R905.5.5 Application
R905.6 Slate shingles
R905.6.1 Deck requirements
R905.6.2 Deck slope
R905.6.3 Underlayment
R905.6.3.1 Ice barrier
R905.6.4 Material standards
R905.6.5 Application
R905.6.6 Flashing
R905.7 Wood shingles
R905.7.1 Deck requirements
R905.7.1.1 Solid sheathing required
R905.7.2 Deck slope
R905.7.3 Underlayment
R905.7.3.1 Ice barrier
R905.7.4 Material standards
R905.7.5 Application
R905.7.6 Valley flashing
R905.7.7 Label required
R905.8 Wood shakes
R905.8.1 Deck requirements
R905.8.1.1 Solid sheathing required
R905.8.2 Deck slope
R905.8.3 Underlayment
R905.8.3.1 Ice barrier
R905.8.4 Interlayment
R905.8.5 Material standards
R905.8.6 Application
R905.8.7 Shake placement
R905.8.8 Valley flashing
R905.8.9 Label required
R905.9 Built-up roofs
R905.9.1 Slope
R905.9.2 Material standards
R905.9.3 Application
R905.10 Metal roof panels
R905.10.1 Deck requirements
R905.10.2 Slope
R905.10.3 Material standards
R905.10.4 Attachment
R905.10.5 Underlayment
R905.11 Modified bitumen roofing
R905.11.1 Slope
R905.11.2 Material standards
R905.11.2.1 Base sheet
R905.11.3 Application
R905.12 Thermoset single-ply roofing
R905.12.1 Slope
R905.12.2 Material standards
R905.12.3 Application
R905.13 Thermoplastic single-ply roofing
R905.13.1 Slope
R905.13.2 Material standards
R905.13.3 Application
R905.14 Sprayed polyurethane foam roofing
R905.14.1 Slope
R905.14.2 Material standards
R905.14.3 Application
R905.14.4 Foam plastics
R905.15 Liquid-applied roofing
R905.15.1 Slope
R905.15.2 Material standards
R905.15.3 Application
R905.16 Photovoltaic shingles
R905.16.1 Deck requirements
R905.16.2 Deck slope
R905.16.3 Underlayment
R905.16.3.1 Ice barrier
R905.16.4 Material standards
R905.16.5 Attachment
R905.16.6 Wind resistance
R905.17 Building-integrated photovoltaic (BIPV) roof panels applied directly to the roof deck
R905.17.1 Deck requirements
R905.17.2 Deck slope
R905.17.3 Underlayment
R905.17.3.1 Ice barrier
R905.17.4 Ice barrier
R905.17.5 Material standards
R905.17.6 Attachment
R905.17.7 Wind resistance
Chapter 10 Overview ☆
R1001.1 General
R1001.2 Footings and foundations
R1001.2.1 Ash dump cleanout
R1001.3 Seismic reinforcing
R1001.3.1 Vertical reinforcing
R1001.3.2 Horizontal reinforcing
R1001.4 Seismic anchorage
R1001.4.1 Anchorage
R1001.4.1.1 Cold-formed steel framing
R1001.5 Firebox walls
R1001.5.1 Steel fireplace units
R1001.6 Firebox dimensions
R1001.7 Lintel and throat
R1001.7.1 Damper
R1001.8 Smoke chamber
R1001.8.1 Smoke chamber dimensions
R1001.9 Hearth and hearth extension
R1001.9.1 Hearth thickness
R1001.9.2 Hearth extension thickness
R1001.10 Hearth extension dimensions
R1001.11 Fireplace clearance
R1001.12 Fireplace fireblocking
R1002 Overview ☆
R1002.1 Definition
R1002.2 Installation
R1002.3 Footings and foundation
R1002.4 Seismic reinforcing
R1002.5 Masonry heater clearance
R1003 Overview ☆
R1003.1 Definition
R1003.2 Footings and foundations
R1003.3 Seismic reinforcing
R1003.3.1 Vertical reinforcing
R1003.3.2 Horizontal reinforcing
R1003.4 Seismic anchorage
R1003.4.1 Anchorage
R1003.5 Corbeling
R1003.6 Changes in dimension
R1003.7 Offsets
R1003.8 Additional load
R1003.9 Termination
R1003.9.1 Chimney caps
R1003.9.2 Spark arrestors
R1003.9.3 Rain caps
R1003.10 Wall thickness
R1003.10.1 Masonry veneer chimneys
R1003.11 Flue lining (material)
R1003.11.1 Residential-type appliances (general)
R1003.11.2 Flue lining for specific appliances
R1003.11.3 Gas appliances
R1003.11.4 Pellet fuel-burning appliances
R1003.11.5 Oil-fired appliances approved for use with Type L vent
R1003.11.6 Notice of usage
R1003.12 Clay flue lining (installation)
R1003.12.1 Listed materials
R1003.12.2 Space around lining
R1003.13 Multiple flues
R1003.14 Flue area (appliance)
R1003.15 Flue area (masonry fireplace)
R1003.15.1 Option 1
R1003.15.2 Option 2
R1003.16 Inlet
R1003.17 Masonry chimney cleanout openings
R1003.18 Chimney clearances
R1003.19 Chimney fireblocking
R1003.20 Chimney crickets
R1004 Overview ☆
R1004.1 General
R1004.2 Hearth extensions
R1004.3 Decorative shrouds
R1004.4 Unvented gas log heaters
R1004.5 Gasketed fireplace doors
Chapter 11 Overview ☆
N1101.1 Scope
N1101.2 (R101.3) Intent
N1101.3 (R101.5.1) Compliance materials
N1101.4 (R102.1.1) Above code programs
N1101.5.1 (R103.2.1) Building thermal envelope depiction N1101.7 (R301.1) Climate zones N1101.7.1 (R301.2) Warm humid counties N1101.7.2 (R301.3) International climate zones N1101.8 (R301.4) Tropical climate zone N1101.9 (R302.1) Interior design conditions N1101.10 (R303.1) Identification N1101.11 (R303.2) Installation N1101.12 (R303.3) Maintenance information N1101.13 (R401.2) Compliance N1101.14 (R401.3) Certificate (Mandatory)
N1101.5.1 (R103.2.1) Building thermal envelope depiction N1101.7 (R301.1) Climate zones N1101.7.1 (R301.2) Warm humid counties N1101.7.2 (R301.3) International climate zones N1101.8 (R301.4) Tropical climate zone N1101.9 (R302.1) Interior design conditions N1101.10 (R303.1) Identification N1101.11 (R303.2) Installation N1101.12 (R303.3) Maintenance information N1101.13 (R401.2) Compliance N1101.14 (R401.3) Certificate (Mandatory)
N1102.1 (R402.1) General (Prescriptive)
N1102.1.1 (R402.1.1) Vapor Retarder
N1102.1.2 (R402.1.2) Insulation and fenestration criteria
N1102.1.3 (R402.1.3) R-value computation
N1102.1.4 (R402.1.4) U-factor alternative
N1102.1.5 (R402.1.5) Total UA alternative
N1102.2.1 Ceilings with attic spaces N1102.2.2 (R402.2.2) Ceilings without attic spaces N1102.2.3 (R402.2.3) Eave baffle N1102.2.4 (R402.2.4) Access hatches and doors N1102.2.5 (R402.2.5) Mass walls N1102.2.6 (R402.2.6) Steel-frame ceilings, walls, and floors N1102.2.7 (R402.2.7) Walls with partial structural sheathing N1102.2.8 (R402.2.8) Floors N1102.2.9 (R402.2.9) Basement walls N1102.2.10 (R402.2.10) Slab-on-grade floors N1102.2.11 (R402.2.11) Crawl space walls N1102.2.12 (R402.2.12) Masonry veneer N1102.2.13 (R402.2.13) Sunroom insulation
N1102.3.1 (R402.3.1) U-factor N1102.3.2 (R402.3.2) Glazed fenestration SHGC N1102.3.3 (R402.3.3) Glazed fenestration exemption N1102.3.4 (R402.3.4) Opaque door exemption N1102.3.5 (R402.3.5) Sunroom fenestration N1102.4 (R402.4) Air leakage (Mandatory) N1102.5 (R402.5) Maximum fenestration U-factor and SHGC (Mandatory)
N1102.2.1 Ceilings with attic spaces N1102.2.2 (R402.2.2) Ceilings without attic spaces N1102.2.3 (R402.2.3) Eave baffle N1102.2.4 (R402.2.4) Access hatches and doors N1102.2.5 (R402.2.5) Mass walls N1102.2.6 (R402.2.6) Steel-frame ceilings, walls, and floors N1102.2.7 (R402.2.7) Walls with partial structural sheathing N1102.2.8 (R402.2.8) Floors N1102.2.9 (R402.2.9) Basement walls N1102.2.10 (R402.2.10) Slab-on-grade floors N1102.2.11 (R402.2.11) Crawl space walls N1102.2.12 (R402.2.12) Masonry veneer N1102.2.13 (R402.2.13) Sunroom insulation
N1102.3.1 (R402.3.1) U-factor N1102.3.2 (R402.3.2) Glazed fenestration SHGC N1102.3.3 (R402.3.3) Glazed fenestration exemption N1102.3.4 (R402.3.4) Opaque door exemption N1102.3.5 (R402.3.5) Sunroom fenestration N1102.4 (R402.4) Air leakage (Mandatory) N1102.5 (R402.5) Maximum fenestration U-factor and SHGC (Mandatory)
N1103.1.1 (R403.1.1) Programmable thermostat
N1103.3 (R403.3) Ducts
N1103.4 (R403.4) Mechanical system piping insulation (Mandatory)
N1103.6 (R403.6) Mechanical ventilation (Mandatory)
N1103.6.1 (R403.6.1) Whole-house mechanical ventilation system fan efficacy
N1103.7 (R403.7) Equipment sizing and efficiency rating (Mandatory)
N1103.8 (R403.8) Systems serving multiple dwelling units (Mandatory)
N1103.9 (R403.9) Snow melt system controls (Mandatory)
N1103.10.1 (R403.10.1) Heaters N1103.10.2 (R403.10.2) Time switches N1103.10.3 (R403.10.3) Covers N1103.11 (R403.11) Portable spas (Mandatory) N1103.12 (R403.12) Residential pools and permanent residential spas
N1103.10.1 (R403.10.1) Heaters N1103.10.2 (R403.10.2) Time switches N1103.10.3 (R403.10.3) Covers N1103.11 (R403.11) Portable spas (Mandatory) N1103.12 (R403.12) Residential pools and permanent residential spas

