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• Front Matter
  • Preface
    • BUILDING CODE
• 1 Building Codes
  • HISTORY AND PRECEDENTS
  • MODEL CODES
  • RESIDENTIAL CODES
  • STATE AND LOCAL CODES
  • OTHER CODES
  • LEGAL BASIS FOR CODES
  • THE FUTURE OF CODE DEVELOPMENT
• 2 Navigating the Code, Administrative Procedures, Definitions
  • INTENT AND INTERPRETATION
  • DOCUMENTS
  • INSPECTIONS
  • INTENT AND INTERPRETATION
  • CODE COMPONENTS AND ANALYSIS
  • DEFINITIONS
• 3 Building Planning
  • DESIGN CRITERIA
    • Table R301.2 (1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA[Kansas City, MO for this example](Some footnotes omitted for this example)
  • WEIGHTS OF MATERIALS
  • SEISMIC DESIGN CATEGORIES
  • IRREGULAR BUILDINGS
  • SEISMIC DESIGN CRITERIA
  • SNOWLOAD AND FLOODPLAIN DESIGN CRITERIA
  • STORY HEIGHTS
    • Height of Wood Studs Table 602.3(5)
  • DEAD AND LIVE LOADS
    • Dead Loads
    • Live Loads
  • ROOF LOAD
  • DEFLECTIONS
  • FIRE-RESISTANT CONSTRUCTION
  • DWELLING UNIT SEPARATION
  • TOWNHOUSE UNIT SEPARATION
  • DWELLING UNIT SEPARATION
  • DWELLING/GARAGE OPENINGS/PENETRATIONS
  • FLAME SPREAD AND SMOKE DENSITY
  • INSULATION
  • FIREBLOCKING
  • LIGHTING, VENTILATION AND HEATING
  • VENTILATION OPENINGS
  • STAIRWAY LIGHTING
  • GLAZING AND HEATING
  • ROOM AREAS AND CEILING HEIGHT
  • SANITARY FACILITIES
  • GLAZING
  • SKYLIGHTS
  • GARAGES AND CARPORTS
  • EMERGENCY ESCAPE
  • EMERGENCY ESCAPE
  • MEANS OF EGRESS
  • GUARDS
  • AUTOMATIC FIRE SPRINKLER SYSTEMS
  • SMOKE AND CARBON MONOXIDE ALARMS
  • FOAM PLASTIC
  • DECAY PROTECTION
  • TERMITE PROTECTION
  • SITE ADDRESS
  • FLOOD-RESISTANT CONSTRUCTION
  • FLOOD HAZARD ZONES
    • Diagram of Flood Hazard Zones in Coastal Areas Under the National Flood Insurance Program
• 4 Foundations
  • GENERAL SCOPE
  • SITE DRAINAGE
  • SOIL LOAD-BEARING CAPACITY
  • FOUNDATION MATERIALS
  • FOOTINGS
    • Table R403.1 Minimum Width of Concrete or Masonry Footings Conventional Light-frame Construction
    • Table R403.1 Minimum Width of Concrete or Masonry Footings 4-inch Brick Veneer over Light-frame Construction or 8-inch Hollow Concrete Masonry
    • Table R403.1 Minimum Width of Concrete or Masonry Footings 8-inch Solid or Fully Grouted Masonry
  • FOOTING DETAILS
  • FOOTINGS
    • Foundation Reinforcement at Slab-on-grade with Turned-down Footing [at Seismic Design Categories D0, D1, D2]
    • Figure R403.1(3) Section at Permanent Wood Foundation with Crawl Space
    • Figure R403.1(2) Basement Wall Section at Permanent Wood Foundation
    • Figure R403.3(1) Insulation at Frost Protected Footings in Heated Buildings
    • Figure R403.3(1) Horizontal Insulation Layout and Width
    • Figure R403.3(3) Insulation at Unheated Slab Adjacent to Frost Protected Footings
    • Figure R403.3(3) Horizontal Insulation Layout and Width
    • Figure R403.3(4) Insulation Placement where Two Heated Buildings Abut
    • Figure 403.4 Footings at Precast Concrete Foundations
  • FOUNDATIONS AND RETAINING WALLS
    • Example: 8″ (203) Reinforced Masonry Foundation Wall per Table R404.1.1(2), 6′-8″ (2032) Tall Wall Height, 5′-0″ (1524) Unbalanced Backfill, All Soil Classes and Loads
    • Example: 6″ (152) Flat Concrete Basement Wall per Table R404.1.2(2), 8′-0″ (2438) Tall Wall Height, 6′-0″ (1829) unbalanced Backfill Height Soil Classes assumed as Gw, Gp, Sw, Sp with 30 psf (146 kg/m2) design lateral load
    • Openings and Construction Joints at Foundation Walls
  • FOUNDATION WALLS
    • Plain Masonry Foundation Wall in Seismic Design Categories D0, D1, or D2 per §R404.1.4.1
  • FOUNDATION WALL
    • Plain Concrete Foundation Wall with Light-frame Walls above in Seismic Design Categories D0, D1, or D2 per §R404.1.4.2
    • Concrete Foundation Wall Thickness Based on Walls Supported per §R404.1.5.2
    • Figure R404.1.5(1) Interior View
    • Figure R404.1.5(1) Exterior View
    • Height of Foundation Wall Above Finish Grade per §R404.1.6
  • FOUNDATION DRAINAGE
    • Foundation Drainage at Concrete or Masonry Foundation per §R405.1
  • SOIL CLASSIFICATION
    • Illustrated Uniform Soil Classification System from Table R405.1
  • FOUNDATION WATERPROOFING AND DAMPPROOFING
    • Dampproofing at Masonry or Concrete Foundation Walls per §R406.1
    • Waterproofing at Masonry or Concrete Foundation Walls per §R406.2
    • Typical Underfloor Ventilation per §R408.1
  • UNDERFLOOR VENTILATION
    • Openings for Underfloor Ventilation per §R408.2
    • Unventilated Crawl Space per §R408.3
  • UNDERFLOOR SPACE
• 5 Floors
  • FLOORS
  • FLOOR FRAMING
    • Deck Ledger Attachment per §R502.2.2.1
  • WOOD FLOOR FRAMING
    • Key to Wood Floor Construction per §R502.2 and Figure 502.2
    • Floor Joist Sizing Example per §R502.3
    • Floor Girder Sizing Example per §R502.5 and Table R502.5(2)
    • Joist and Girder Bearing Requirements per §R502.6
    • Lateral Restraint at Supports for Wood Floors per §R502.7
    • Floor Joist Bearing on Masonry per §R502.6
    • Floor Joist Bearing on Ribbon Strip per §R502.6
    • Alternate Joist Bearing at Girders per §R502.6
    • Drilling and Notching at Wood Floors per §R502.8
    • Floor Framing for Openings up to 4 feet (1219) per §R502.10
    • Floor Framing for Openings Greater than 4 feet (1219) per §R502.10
  • WOOD FLOOR TRUSSES
  • FLOOR SHEATHING
    • Lumber Sheathing at Joists per §R503.1 and Table R503.1
    • Example of Floor Sheathing Grade Stamp for Unsanded Sheathing per §R503.2.1 and Table R503.2.1.1(1)
    • Example of Floor Sheathing Grade Stamp for Sanded Plywood per Table R503.2.1.1(2)
    • Subfloor and Underlayments per §R503.2, Tables R503.2.1.1(1) and R503.2.1.1(2)
    • Pressure-Preservative Treated Wood Floor [on Ground] per §R504
  • STEEL FLOOR FRAMING
    • Limits on Cold-formed Steel Floor Framing per §R505.1
    • Figure R505.1.2 In-line Framing
    • Typical C-Shaped Section at Load-bearing Cold-Formed Steel Floor Framing per §R505.2 and Figure R505.2(1)
    • Typical Track Section at Cold-Formed Steel Floor Framing per §R505.2 and Figure R505.2(2)
    • Fastening Requirements at Cold-Formed Steel Floor Framing per §R505.2.4
    • Cold-formed Steel Floor Joist Web Holes per §R505.2.5.1
    • Web Hole Patch Criteria at Cold-Formed Steel Floor Framing per §R505.2.5.3
    • Joist Span Example per Table R505.3.2(1) and Table R505.3.2(2)
    • Floor to Exterior Load-Bearing Wall Stud per Figure R505.3.1(1)
    • Floor to Wood Sill Connection per Figure R505.3.1(2)
    • Floor-to-Foundation Connection per Figure R505.3.1(3)
    • Cantilevered Floor-to-Foundation Connection per Figure R505.3.1(4)
    • Cantilevered Floor to Wood Sill Connection per Figure R505.3.1(5)
    • Cantilevered Floor to Exterior Load-Bearing Wall Connection per Figure R505.3.1(6)
    • Continuous Span Joist Supported on Interior Load-Bearing Wall per Figure R505.3.1(7)
    • Lapped Joists Supported on Interior Load-Bearing Wall per Figure R505.3.1(8)
    • Bearing Stiffeners for End Joist per Figure R505.3.1(9)
  • STEEL FLOOR BLOCKING
    • Joist Blocking [Solid] per Figure R505.3.2(1)
    • Joist Blocking [Strap] per Figure R505.3.2(2)
    • Bearing Stiffener Under Jamb Studs per Figure R505.3.4(1)
    • Bearing Stiffener per Figure R505.3.4(2)
  • STEEL FLOOR CANTILEVERS
    • Floor Cantilever per §R505.3.6
    • Cantilevered Joists Supporting Two Stories and Roof per §R505.3.6
    • Track Splice per Figure R505.3.7
  • STEEL FLOOR OPENINGS
    • Cold-formed Steel Floor Construction: 6′ (1829) Floor Opening [Single Added Header and Trimmer Components] per §R505.3.8(1)
    • Cold-formed Steel Floor Construction: 8′ (2438) Floor Opening [With Doubled Header and Trimmer Joist and Added Tracks] per §R505.3.8(2)
    • Cold-formed Steel Floor Construction: 6′ (1829) Floor Opening [Single Added Components] per §R505.3.8(3)
    • Cold-formed Steel Floor Construction: 8′ (2438) Floor Opening [Multiple Added Components for span of 6′ (1829) to 8′ (2438)] per §R505.3.8(4)
  • CONCRETE FLOORS
    • Concrete Floors on Ground per §R506.1
• 6 Wall Construction
  • WALL CONSTRUCTION
  • VAPOR RETARDERS
    • Figure 601.3 Vapor Retarders
    • Figure 601.3.2 Examples of Vapor Retarder Classes
  • WOOD WALL FRAMING
    • Figure 602 Typical Wood Stud Wall Framing Criteria
    • Figure 602.3.3 Bearing Studs at Roof/Floor Framing
  • WOOD WALL FASTENERS
    • Typical Wood Fasteners from Tables R602.3.(1) and R602.3(2)
    • Figure R602.3.(1) Fasteners at Wood Structural Members
    • Figure R602.3.(1) Part 2 Fasteners at Wood Structural Members
  • WOOD STRUCTURAL PANELS
    • Table R602.3.(3) Exterior Wood Structural Panel Fastenings to Resist Wind Pressure
  • WOOD WALL SIZE AND HEIGHT
    • Table R602.3.(5) Example of Size, Height and Spacing of Wood Studs at 2×6 (51 × 152) Bearing Walls
  • WALL AND ROOF FRAMING
    • Figure R602.3.(1) Typical Wall Floor and Roof Framing
  • WALL AND FOUNDATION FRAMING
    • Figure R602.3.(2) Wall Framing Details
  • WALL HEIGHT
    • Maximum Stud Height From Table R602.3.5
  • DRILLING AND NOTCHING
    • Figure R602.6.(1) Notching and Bored Hole Limitations for Exterior Walls and Bearing Walls
    • Figure R602.6.(1) Notching and Bored Hole Limitations for Interior Nonbearing Walls
    • Figure R602.6.1 Top Plate Reinforcing at Pipe Notch
  • HEADERS
    • Section View
  • CRIPPLE WALLS
  • WALL BRACING
    • Braced Wall Line Lengths per §R602.10.1
    • Example per Table R602.10.1.2(1) and Table R602.10.1.2(2) 3-Story, 20 × 25 (6096 × 7620) Building with WSP Wood Structural Panel Wall Bracing for Wind and Seismic Loads
    • Figure R602.10.1.3 for Angled Braced Wall Line less than 45 degree (0.79) from Braced Wall Line 1
    • Figure R602.10.1.3 for Angled Braced Wall Line equal to 45 degree (0.79) from Braced Wall Line 1
    • Figure R602.10.1.3 for Angled Braced Wall Line where the Length of the Angled Wall is greater than 8 (2438)
    • Braced Wall Panel Locations from Figures R602.10.1.4(1), R602.10.1.4(2), R602.10.1.4(3)
    • Braced Wall Line Spacing from Figure R602.10.1.4(4)
    • Figure R602.10.1.4.1 Braced Wall Panel Alternate Locations in Seismic Design Categories D0, D1, D2 per Exceptions to §R602.10.4.1
    • Adjustments for Braced Wall panel Lengths Based on Braced Wall Line Spacing per §R602.10.1.5 and Table R602.10.1.5
  • INTERMITTENT BRACED WALL PANELS
  • WALL BRACE PANEL
    • Wall Brace Panel LIB Method
    • Wall Brace Panel DWB Method
    • Wall Brace Panel WSP Method
    • Wall Brace Panel SFB Method
    • Wall Brace Panel GB Method
    • Wall Brace Panel PBS Method
    • Wall Brace Panel PCP Method
    • Wall Brace Panel HPS Method
    • Wall Brace Panel ABW Method
    • Figure R602.10.3.2 Alternate Wall Brace Panel
    • Wall Brace Panel PFH Method per Figure R602.10.3.3
    • Wall Brace Panel PFG Method per Figure R602.10.3.4
  • CONTINUOUS SHEATHING WALL BRACE PANEL
    • Continuous Portal Frame Braced Wall Panel CS-PF Method Detail 1 per Figure R602.10.4.1.1 Condition on Ground Floor at Foundation
    • Continuous Portal Frame Braced Wall Panel CS-PF Method Detail 2 per Figure R602.10.4.1.1 Framing Anchor Option over Raised Wood Floor or at Second Floor
    • Continuous Portal Frame Braced Wall Panel CS-PF Method Detail 3 per Figure R602.10.4.1.1 Wood structural Panel Overlap Option over Raised Wood Floor or at Second Floor
  • CONTINUOUS SHEATHING FRAMING
  • CONTINUOUS SHEATHING BRACED WALL PANEL
    • Continuous Sheathing Method Braced Wall Line Using Corner Return Panels per Figure R602.10.4.4(2)
    • Continuous Sheathing Method Braced Wall Line Using Hold-down in lieu of Corner Return Panel per Figure R602.10.4.4(3)
    • Continuous Sheathing Method Braced Wall Line with First Braced Wall Panel Located away from End of Braced Wall Line, without Tie-down per Figure R602.10.4.4(4)
    • Continuous Sheathing Method Braced Wall Line with First Braced Wall Panel Located away from End of Braced Wall Line, with Tie-down per Figure R602.10.4.4(5)
  • BRACED WALL PANEL CONNECTIONS
    • Braced Wall Panel Connection when Perpendicular to Floor/Ceiling Framing per Figure R602.10.6(1)
    • Braced Wall Panel Connection when Parallel to Floor/Ceiling Framing per Figure R602.10.6(2)
    • Figure R602.10.6.2(2) Braced Wall Panel Connection Option per §R602.10.6.2.4.1 when Perpendicular to Rafters or Roof Trusses
    • Figure R602.10.6.2(3) Braced Wall Panel Connection Option per §R602.10.6.2.4.2 when Perpendicular to Rafters or Roof Trusses
  • WALL BRACING AT MASONRY AND STONE
    • Figure R602.10.7 Masonry Stem Walls Supporting Braced Wall Panels
    • Figure R602.10.7 Masonry Stem Walls Supporting Braced Wall Panels
  • BRACED WALL PANEL SUPPORT
    • Figure R602.10.7 Braced Wall Panel Support
    • Figure R602.10.8 Blocking at Panel Joints
  • CRIPPLE WALL BRACING
    • Figure R602.10.9 Cripple Wall Bracing
  • WALL BRACE PANEL ANCHORAGE
    • Figure R602.10.11.1 Wall Anchorage in Seismic Design Categories D0, D1, and D2 and Townhouse in Seismic Design Category C
    • Figure R602.10.11.2 Stepped Foundation Construction at Seismic Design Categories D0, D1, and D2
  • WALL BRACING AT STONE AND MASONRY VENEER
    • Figure R602.12.1 Stone or Masonry Wall Bracing at Seismic Design Categories A and B
    • Figure R602.12.2 Stone or Masonry Wall Bracing at Seismic Design Category C
  • BRACED WALL PANEL HOLD DOWNS
    • Figure R602.12 Hold-Downs at Exterior and Interior Braced Wall Panels for Stone or Masonry Wall Bracing at Seismic Design Category D0
    • Figure R602.12 Hold-Downs at Exterior and Interior Braced Wall Panels for Stone or Masonry Wall Bracing at Seismic Design Category D1
    • Figure R602.12 Hold-Downs at Exterior and Interior Braced Wall Panels for Stone or Masonry Wall Bracing at Seismic Design Category D2
  • STEEL WALL FRAMING
    • Figure R603 Steel Wall Construction Elements
    • Figure R603.1.2 In-line Framing with Stiffner Inside Member
    • Figure R603.1.2 In-line Framing with Stiffner Outside Member
    • Figure R603.2.4 Fastenings
  • STEEL WALL STUDS
    • Figure R603.2.5.1 Web Holes
    • Figure R603.2.5.3 Stud Web Hole Patch
  • STEEL WALL-TO-FLOOR CONNECTION
    • Figure R603.3.1(1) Wall-to-Floor Connection
    • Figure R603.3.1(2) Wall-to-Foundation Connection
    • Figure R603.3.1(3) Wall-to-Wood Sill Connection
  • STEEL WALL CONSTRUCTION
    • Figure R603.3.2(XX) Example of Using Steel Stud Design Tables
  • STEEL WALL BRACING
    • Figure R603.3.3(1) Stud Bracing with Strapping Only
    • Figure R603.3.3(2) Stud Bracing with Strapping and Sheathing Material
    • Figure R603.3.5 Track Splice
  • STEEL WALL FRAMING
    • Figure R603.4 Corner Framing at Exterior Walls
  • STEEL WALL HEADERS
    • Figure R603.6(1) Box Beam Header
    • Figure R603.6(2) Back-to-Back Header
    • Figure R603.6.1(1) Box Beam Header in Gable Endwall
    • Figure R603.6.1(2) Back-to-Back Header in Gable Endwall
  • STEEL WALL SHEATHING
    • Figure R603.9.2 Example of Minimum Length of Full Height Sheathing
  • STRUCTURAL PANELS AND PARTICLEBOARD
    • Siding Nailed Directly to Stud
    • Siding Nailed to Particleboard Sheathing
  • MASONRY WALL CONSTRUCTION
    • Figure R606.2.1 Minimum Masonry Wall Thickness
    • Figure R606.2.4 Parapets at Unreinforced Masonry Walls
    • Figure R606.2.3 Corbelled Masonry
    • Figure R606.6 Masonry Piers
    • Figure R606.7 Chases at Masonry Walls
    • Figure R606.9 Lateral Support at Masonry Bearing Wall
    • Figure R606.9 Lateral Support at Masonry Bearing Wall
    • Figure R606.9.1 General Requirements for Roof Anchorage to Wall
    • Figure R606.11(1)1 Sloped Roof Connection to Masonry
    • Figure R606.11(1)3 Roof/Parapet Ledger with Joist Hanger Connection to Masonry
    • Figure R606.11(1)4 Floor Ledger Connection to Masonry Where Joists are Perpendicular to Wall
    • Figure R606.11(1)2 Flat Roof Connection to Masonry
    • Figure R606.11(1)5 Floor Ledger Connection to Masonry Where Joists are Parallel to Wall
  • MASONRY WALL REINFORCEMENT
    • Figure R606.11(2)1 Minimum Reinforcement for Masonry Walls at Seismic Design Category C for Townhouses
    • Figure R606.11(2)2 Section AA, Wall Reinforcing at Townhouses at Seismic Design Category C
    • Figure R606.11(3)1 Minimum Reinforcement for Masonry Walls at Seismic Design Category D0, D1 or D2
    • Figure R606.11(3)2 Section AA, Wall Reinforcing at Seismic Design Category D0, D1 or D2
  • UNIT MASONRY
    • Figure R607.1 Mortar at Masonry Units
    • Figure R608.1.1 Multiple Wythe Masonry Bonding with Masonry Headers
  • MULTIPLE WYTHE MASONRY WALLS
    • Figure R608.1.2 Multiple Wythe Masonry Bonding with Metal Ties; Figure R608.1.2.1(2) Bonding Around Opening in Masonry Walls
    • Figure R608.1.2.1(1) Masonry Bonding Metal Ties
  • CONCRETE WALL CONSTRUCTION
    • Figure R611.1 Exterior Concrete Walls Applicability Limits
  • EXTERIOR WINDOWS AND DOORS
    • Figure R612.1 Window Sill Location Criteria
  • STRUCTURAL INSULATED PANEL WALL CONSTRUCTION
    • Figure R613.1 Structural Insulated Panel Wall Construction Application Units
• 7 Wall Covering
  • INTERIOR PLASTER
    • Figure R702.1(1) Plaster Thickness
    • Figure R702.1(1) Plaster Thickness
    • Figure R702.1(1) Plaster Thickness
    • Figure R702.2(1) Interior Cement Plaster—Three-Coat System [Three-Coat Plaster Similar over Metal Lath]
    • Figure R702.2(2) Interior Gypsum Plaster—Two-Coat System
  • GYPSUM BOARD
    • Figure R702.3.5(1) Gypsum Wallboard Application Over Studs
    • Figure R702.3.5(2) Gypsum Wallboard—Double-nailing Application [Allowed per Footnote a to Table R702.3.5 where adhesive is not used]
    • Figure R702.3.7 Horizontal Gypsum Board Diaphragm Ceiling
    • Figure R702.4.1(1) Ceramic Tile Installation at Walls in Tub and Shower Areas
    • Figure R702.4.1(2) Interior Wall Tile Installation Over Water-Resistant Gypsum Board
    • Figure R702.6 Interior Shingles at Wall [Over Furring]
  • EXTERIOR COVERING
    • Figure R703.1 Water-Resistive Requirements at Exterior Walls
  • WOOD AND HARDWOOD SIDING
    • Figure R703.3.1(1) Vertical Joints at Panel Siding
    • Figure R703.3.1(2) Horizontal Joints at Panel Siding
    • Figure R703.3.1(3) Corners at Panel Siding
  • HORIZONTAL LAP SIDING
    • Figure R703.3.2 Horizontal Lap Siding
  • WOOD SHAKES AND SHINGLES
    • Figure R703.5 Exterior Wood Shake and Shingle Application
  • EXTERIOR PLASTER
    • Figure R703.6.1 Three-Coat Cement Plaster on Metal Lath
    • Figure R703.6.2 Two-Coat Cement Plaster
    • Figure R703.6.2.1 Weep Screed at Exterior Cement Plaster
  • STONE AND MASONRY VENEER
    • Figure R703.7 Masonry Veneer Wall Details
    • Figure R703.7.2.1 Exterior Masonry Veneer Supported by Steel Angle
    • Figure R703.7.2.2 Exterior Masonry Veneer Supported by Roof Members
    • Figure R703.7.3.2 Masonry Veneer Opening Lintel, Option Two, per §R703.7.3.2
    • Figure R703.7.4 Exterior Masonry Veneer Anchorage and Weepholes
  • EXTERIOR INSULATION AND FINISH SYSTEM
    • Figure R703.9 Exterior Insulation and Finish System with Drainage
    • Figure R703.9.4 Base Detail at EIFS with Drainage
  • FIBER CEMENT AND VINYL SIDING
    • Figure R703.11.1 Vinyl Siding Installation
  • VINYL SIDING AND ADHERED MASONRY VENEER
    • Figure R703.11.2 Vinyl Soffit Panel
    • Figure R703.12 Adhered Masonry Veneer Installation
• 8 Roof-Ceiling Construction
  • WOOD ROOF FRAMING
    • Figure R801.3 Roof Drainage at Expansive or Collapsible Soil
    • Figure R802.3.1 Roof-Ceiling Framing Components
    • Figure R802.3.2 Roof Ridge Connection Details
    • Figure R802.3.3 Valley and Hip Rafter Details
    • Figure R802.3.4 Ceiling and Rafter Connections and Details; Overlap Joist
    • Figure R802.3.4 Ceiling and Rafter Connections and Details; Butted Ceiling Joist
    • Figure R802.3.5 Roof Framing with Rafter Ties—Joists Perpendiclar to Rafters
  • RAFTER AND JOIST SPANS
    • Figure R802.4.1 Joist Span Criteria—Ceiling Not Attached to Rafters, 10 PSF (479 Pa) Live Loads, No Attic Storage [Table R802.4(1)]
    • Figure R802.4.2 Joist Span Criteria—Ceiling Not Attached to Rafters, 20 PSF (958)Pa) Live Loads, Limited Attic Storage [Table R802.4(2)]
    • Figure R802.5.1(1) Examples of Purlin Installation
    • Figure R802.5.1(2) Purlins at Roof Rafters
    • Figure R802.5.2 Rafter Span Criteria—Ceiling Not Attached to Rafters, 20 PSF (958)Pa) Roof Live Loads, No Snow Loads [Table R802.5.1(1)]
    • Figure R802.5.3 Rafter Span Criteria—Ceiling Attached to Rafters, 20 PSF (958 Pa) Roof Live Loads, No Snow Loads [Table R802.5.1(2)]
    • Figure R802.5.4 Rafter Span Criteria—Ceiling Not Attached to Rafters, 30 PSF (1437 Pa) Ground Snow Loads [Table R802.5.1(3)]
    • Figure R802.5.5 Rafter Span Criteria—Ceiling Attached to Rafters, 30 PSF (1437 Pa) Snow Loads [Table R802.5.1(5)]
  • CUTTING AND NOTCHING
    • Figure R802.7 Notching of Sawn Structural Roof Members
  • LATERAL SUPPORT
    • Figure R802.8 Lateral Support and Bridging
  • TRUSSES AND TIE-DOWNS
    • Figure R802.11 Uplift Resistance of Roof Assemblies [100 mph (161 km/h) wind speed used for illustration]
  • ROOF SHEATHING
    • Figure R803.1 Fastening at Roof Sheathing
  • STEEL ROOF FRAMING
    • Figure R804.1 Cold-Formed Steel Roof Framing Applicability Limits
    • Figure R804.2 Fasteners at Cold-Formed Steel Roof-Ceiling Construction
    • Figure R804.3 Steel Roof Construction
  • NOTCHES, OPENINGS AND CEILINGS
    • Figure R804.2.5.3 Web Hole Patch
  • ATTIC VENTILATION
    • Figure R806.1 Attic Ventilation
    • Figure R806.2 Criteria for Reduced Attic Ventilation Area
    • Figure R806.4 Unvented Attic Conditions and Details
  • ATTIC CONDITIONS
    • Figure R806.4 Unvented Attic Conditions and Details
  • ATTIC ACCESS
• 9 Roof Assemblies
  • ROOF CLASSIFICATION
  • FLASHING AND DRAINS
    • Figure R903.2 Flashing Requirements
    • Figure R903.2.2 Chimney Crickets and Saddles
    • Figure R903.3 Parapet Coping
    • Figure R903.4 Roof Drains, Overflow Drains and Scuppers
  • ASPHALT SHINGLES
    • Figure R905.2.1 Asphalt Shingle Roofing Requirements
    • Figure R905.2.2 Asphalt Shingle Roofing Requirements
  • CLAY AND CONCRETE TILES
    • Figure R905.3 Clay and Concrete Tile Roofing Requirements
  • METAL ROOF SHINGLES
    • Figure R905.4 Metal Roof Shingle Roofing Requirements
  • MINERAL-SURFACED ROLL ROOFING
    • Figure R905.5 Mineral-Surfaced Roll Roofing Requirements
  • SLATE AND SLATE-TYPE SHINGLES
    • Figure R905.6 Slate and Slate-type Shingle Roofing Requirements
  • WOOD SHINGLES
    • Figure R905.7 Wood Shingle Roofing Requirements
  • WOOD SHAKES
    • Figure R905.8(1) Wood Shake Roofing Requirements
    • Figure R905.8(2) Wood Shake Roofing Requirements
  • BUILT-UP ROOFS
    • Figure R905.9 Built-up Roofing Requirements
  • METAL ROOF PANELS
  • MODIFIED BITUMEN ROOFING
  • SINGLE-PLY ROOFING
    • Figure R905.12 and R905.13 Single-ply Roofing Requirements
  • SPRAYED ROOFING
    • Figure R905.14 Spray-applied and Liquid Applied Roofing Requirements
  • LIQUID ROOFING AND ROOF INSULATION
    • Figure R906 Above-Deck Roof Insulation
  • REROOFING
• 10 Chimneys and Fireplaces
  • MASONRY CHIMNEYS AND FIREPLACES
    • Brick Firebox and Chimney on Wood Floor per Figure R1001.1
    • Brick Firebox and Block Chimney on Concrete Slab per Figure R1001.1
  • CORBELLING
  • MASONRY CHIMNEY OFFSETS
  • CHIMNEY TERMINATION
  • CHIMNEY LINERS AND CRICKETS
  • FACTORY-BUILT CHIMNEYS AND FIREPLACES
• Back Matter
  • Bibliography
  • Index

  UM RAFBÆKUR Á HEIMKAUP.IS

  Bókahillan þín er þitt svæði og þar eru bækurnar þínar geymdar. Þú kemst í bókahilluna þína hvar og hvenær sem er í tölvu eða snjalltæki. Einfalt og þægilegt!
  
  Rafbók til eignar
  Rafbók til eignar þarf að hlaða niður á þau tæki sem þú vilt nota innan eins árs frá því bókin er keypt.
  
  Þú kemst í bækurnar hvar sem er
  Þú getur nálgast allar raf(skóla)bækurnar þínar á einu augabragði, hvar og hvenær sem er í bókahillunni þinni. Engin taska, enginn kyndill og ekkert vesen (hvað þá yfirvigt).
  
  Auðvelt að fletta og leita
  Þú getur flakkað milli síðna og kafla eins og þér hentar best og farið beint í ákveðna kafla úr efnisyfirlitinu. Í leitinni finnur þú orð, kafla eða síður í einum smelli.
  
  Glósur og yfirstrikanir
  Þú getur auðkennt textabrot með mismunandi litum og skrifað glósur að vild í rafbókina. Þú getur jafnvel séð glósur og yfirstrikanir hjá bekkjarsystkinum og kennara ef þeir leyfa það. Allt á einum stað.
  
  Hvað viltu sjá? / Þú ræður hvernig síðan lítur út
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  Fleiri góðir kostir
  - Þú getur prentað síður úr bókinni (innan þeirra marka sem útgefandinn setur)
  - Möguleiki á tengingu við annað stafrænt og gagnvirkt efni, svo sem myndbönd eða spurningar úr efninu
  - Auðvelt að afrita og líma efni/texta fyrir t.d. heimaverkefni eða ritgerðir
  - Styður tækni sem hjálpar nemendum með sjón- eða heyrnarskerðingu