Element ICF
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CAD 3D Files
Element Sketchup Models
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BIM
Brick Ledge
Preformed Brick Ledge
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Site-assembled Brick Ledge
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Corners
Site-assembled Corners
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Preformed Corners
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Standards
Site-assembled Standards
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Preformed Standards
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Taper Tops
Site-assembled Taper Tops
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Preformed Taper Tops
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Wall Assemblies
Wall Assemblies
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CAD Product Files
Element Products
Accessories
Height Adjuster 5.1.3.1
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Element Insert w/ 6in Corners 5.1.3.2.1
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Element Insert w/ 8in Corners 5.1.3.2.2
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Element Insert w/ 10in Corners 5.1.3.2.3
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Element Insert w/ 12in Corners 5.1.3.2.4
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Flexties
4inch Flextie
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10inch Flextie
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12inch Flextie
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8inch Flextie 5.1.4.3
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Preformed Forms
Preformed Standards 6″ 5.1.2.1
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Preformed Standards 8″ 5.1.2.2
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Preformed Brick Ledge 6″ 5.1.2.3
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Preformed Brick Ledge 8″ 5.1.2.4
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Preformed Taper Top 6″ 5.1.2.5
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Preformed Taper Top 8″ 5.1.2.6
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Preformed Corner 6″ 5.1.2.9
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Preformed Corner 8″ 5.1.2.10
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Pro Bucks
Pro Buck 4inch 5.1.5.1
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Pro Buck 6inch 5.1.5.2
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Pro Buck 8inch 5.1.5.3
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Buck Brace 5.1.5.4
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Site-Assembled Forms
Site-Assembled Standard 4″ 5.1.1.1
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Site-Assembled Standard 6″ 5.1.1.2
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Site-Assembled Standard 8″ 5.1.1.3
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Site-Assembled Standard 10″ 5.1.1.4
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Site-Assembled Standard 12″ 5.1.1.5
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Site-Assembled Brick Ledge 4″ 5.1.1.6
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Site-Assembled Brick Ledge 6″ 5.1.1.7
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Site-Assembled Brick Ledge 8″ 5.1.1.8
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Site-Assembled Brick Ledge 10″ 5.1.1.9
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Site-Assembled Brick Ledge 12″ 5.1.1.10
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Site-Assembled Taper Top 4″ 5.1.1.11
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Site-Assembled Taper Top 6″ 5.1.1.12
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Site-Assembled Taper Top 8″ 5.1.1.13
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Site-Assembled Taper Top 10″ 5.1.1.14
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Site-Assembled Taper Top 12″ 5.1.1.15
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Site-Assembled Corner 4″ 5.1.1.21
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Site-Assembled Corner 6″ 5.1.1.22
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Site-Assembled Corner 8″ 5.1.1.23
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Site-Assembled Corner 10″ 5.1.1.24
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Site-Assembled Corner 12″ 5.1.1.25
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Site-assembled Panels
Site-assembled Brick Ledge Panel
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Site-assembled Standard Panel 5.1.1.26
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Site-assembled Standard Flat Panel 5.1.1.27
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Site-assembled Taper Top Panel 5.1.1.29
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CAD References
Autocad Dynamic Blocks
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CAD Details Booklet 2nd Edition
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Beam Connections
Cast in Place
Bond Beam 5.15.3.1
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Steel Beams
Composite Steel Beam on Element Brick Ledge 5.15.2.1
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Steel Deck on Structural Beam 5.15.2.2
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Structural Steel Beam Channel (1 of 2) 5.15.2.3
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Structural Steel Beam Channel (2 of 2) 5.15.2.4
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Steel Beam Bracket Supporting Steel Beam 5.15.2.5
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Steel Beam Bracket Supporting Steel Beam w Angle Iron 5.15.2.6
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Steel Beam Pocket 5.15.2.7
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Joist Bearing on Steel Beam 5.15.2.9
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Steel Deck Porch Cover 5.15.2.11
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Lateral Bracing to Steel Beam 5.15.2.12
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Steel Beam Pocket w/ 12in Taper Top 5.15.2.13
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Column Connections
Steel Columns
Concrete Encased Steel Column 5.16.2.2
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Embedded Steel Columns 5.16.2.3
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Embedded Steel Column on Footing 5.16.2.4
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Decks
Corbel Supporting Deck w Stone Veneer 5.10.3
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Brick Ledge with Ledger 5.10.4
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Thermal Break at Threshold w Pro Buck 5.10.5
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End Walls
End Wall Form Support Examples 5.22.1
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End Wall with Pro Buck 5.22.2
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Exterior Finishes and Attachments
Attachments
Handrail 5.11.2.2
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Grab Bar Support 5.11.2.3
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Panel Board w Element 6in and Larger 5.11.2.5
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Panel Board w Element 4in 5.11.2.6
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Exterior Finishes
Element ICF with Stone Veneer 5.11.1.1
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Termite Strip 5.11.1.4
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Cladding Panels (1 of 2) 5.11.1.5
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Stone Veneer Application w Drainage Plane 5.11.1.7
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Floor Connections
Exterior Wall
Exterior Wall Fire Stop 5.2.6.32
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Bearing Lengths 4″ Element Standard on Standard 5.6.1.1
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Bearing Lengths 4″ Element Standard on Brick Ledge 5.6.1.2
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Bearing Lengths 6″ Element Standard on Standard 5.6.1.3
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Bearing Lengths 6″ Element Standard on Brick Ledge 5.6.1.4
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Bearing Lengths 8″ Element Standard on Standard 5.6.1.5
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Bearing Lengths 8″ Element Standard on Brick Ledge 5.6.1.6
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Bearing Lengths 10″ Element Standard on Standard 5.6.1.7
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Bearing Lengths 10″ Element Standard on Brick Ledge 5.6.1.8
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Bearing Lengths 12″ Element Standard on Brick Ledge 5.6.1.9
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2×6 Top Plate Recessed w Double Taper Top 5.6.2.1
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2×6 Top Plate Overhung w Double Taper Top 5.6.2.2
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2×8 Top Plate Overhung w Taper Top 5.6.2.3
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Masonry Veneer w Taper Top 5.6.2.4
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2x Lumber Ledger 5.6.2.5
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LVL Lumber Ledger 5.6.2.6
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Taper Top w Log Homes 2×12 Sill Plate 5.6.2.8
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Simpson Strong-tie Ledger Connector Perspective 5.6.2.9
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8in to 6in Transition w Simpson Strong-tie ICF Connectors 5.6.2.11
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10in to 6in Transition w Simpson Strong-tie ICF Connectors 5.6.2.12
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Anchor Tunnel – Floor Ledger Connector 5.6.2.14
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Frame Strap Alternative 5.6.2.16
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Wood Floor Joist Parallel to Wall 1 of 2 5.6.2.17
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Wood Floor Joist Parallel to Wall 2 of 2 5.6.2.18
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Below Grade Brick Veneer 1 of 4 5.6.2.19
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Below Grade Brick Veneer 2 of 4 5.6.2.20
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Below Grade Brick Veneer 3 of 4 5.6.2.21
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Below Grade Brick Veneer 4 of 4 5.6.2.22
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10in to 6in Wall Transition 5.6.2.23
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8in to 4in Wall Transition 5.6.2.24
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6in to 4in Wall Transition 5.6.2.25
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Foundation w Element Clips Supporting Stone Veneer 5.6.2.26
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Angle Iron Ledger 5.6.2.27
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Brick Ledger w Top Chord Bearing 5.6.2.28
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Bottom Chord Bearing Truss 5.6.2.29
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Ledger Saddle 5.6.2.30
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10in to 4in Transition w/ 10in Taper Top 5.6.2.31
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Exterior Wall Fire Stop w/ Taper Top 5.6.2.33
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Hambro Floor 5.6.3.1
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Hambro Floor Butted Against Element 5.6.3.2
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Steel Deck on Open Web Steel Joist Bearing End 5.6.3.3
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Steel Deck on Open Web Steel Joist Non-Bearing End 5.6.3.4
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Steel Angle to Joist 5.6.3.5
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Open Web Steel Joist Form Support at Floor Transition 5.6.3.6
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Fortruss Floor and Roof System 5.6.4.1
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Steel Composite Deck 5.6.4.3
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Slab Dowel to Element 5.6.4.4
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Slab w Angle Iron Connection 5.6.4.5
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Stair Landing 5.6.4.9
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Hollow Core Slab w Framed Wall 5.6.5.2
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Hollow Core Slab w Fire Break 5.6.5.3
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Spancrete Topping Flush to Element 5.6.5.6
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Spancrete Topping Flush to Inside Face of Element 5.6.5.7
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Curb Detail – 4in Slab Acceptor 5.6.6.1
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Curb Detail – 8in Slab Acceptor 5.6.6.2
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Curb Detail – Floor Joist Acceptor (1 of 2) 5.6.6.3
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Curb Detail – Floor Joist Acceptor (2 of 2) 5.6.6.4
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Interior Wall
Party Wall w Fire Stop 5.7.1.1
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Non-load Bearing Demising Wall 5.7.1.2
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Hollow Core Slab on Double Taper Top 5.7.2.1
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Hollow Core Slab Multi-Story Interior Wall 5.7.2.2
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Hambro Joist Butted Against Element 5.7.3.1
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Footings
Exterior Wall
Hollow Core Slab 5.3.1.1
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Grade Beam Bracing 5.3.2.4
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Brick Ledge on Footing 5.3.3.1
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Alaskan Slab w Element Tie Clip 5.3.4.1
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Footing Formed with Element Clip 5.3.4.2
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Footing w Integral Slab 5.3.4.3
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Footing Formed w Element Brick Ledge 5.3.4.4
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Thickened Slab Formed w Element Brick Ledge 5.3.4.5
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Thickened Slab Formed w Element on One Side 5.3.4.6
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Shallow Frost Protected Footing 5.3.4.7
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Radon Barrier 5.3.5.1
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Interior Wall
Interior Wall Pile Supported Grade Beam 5.4.1.1
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ICF Base at Interior Wall 5.4.2.1
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Foundation Walls
Basements
8ft Foundation w Element 8in and Brick Ledge 5.5.3.1
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8ft 4in Foundation w Taper Top and Height Adjuster 5.5.3.2
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8ft 8in Foundation w Taper Top 5.5.3.3
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9ft 4in Foundation w Taper Top 5.5.3.4
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8ft Foundation w Element Brick Ledge 5.5.3.5
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8ft Foundation w 8in to 4in Transition 5.5.3.6
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Crawl Space
4ft Crawl Space 5.5.1.1
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4ft 8in Crawl Space 5.5.1.2
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6ft Crawl Space 5.5.1.3
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6in to 4in Element Crawl Space 5.5.1.4
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4ft Crawl Space w 6in Element 5.5.1.5
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10ft 4in Foundation w 4ft Crawl Space 5.5.1.6
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Crawl Space w Brick Veneer and Framing 5.5.1.7
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Frost Walls
4ft Frost Wall 5.5.2.1
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4ft Frost Wall 6in to 6in Above-grade 5.5.2.3
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3ft Frost Wall w Integral Slab 5.5.2.4
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3ft 4in Frost Wall w Integral Slab and Framing 5.5.2.5
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Trenched Stem Wall 5.5.2.6
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Frost Wall w CMU Brick Ledge 5.5.2.7
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Cast in Place Slab w Curb Block 5.5.2.8
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Waterproofing
Brick Ledge Waterproofing Detail 5.5.4.1
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Brick Ledge Flashing Detail 5.5.4.2
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Waterproofing Membrane Protection 5.5.4.3
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Ledge and Corbels
Angle Iron Seats
Angle Iron Supporting Brick Veneer w Welded Studs 5.17.3.2
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Angle Iron Supporting Brick Veneer w Expansion Bolts 5.17.3.3
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Angle Iron Supporting Brick Veneer w Welded Plates 5.17.3.4
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Brick Ledge
6in Element on 8in Element Brick Ledge 5.17.1.1
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12″ Element Brick Ledge w D-Rv (1 of 2) 5.17.1.2
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12″ Element Brick Ledge w D-Rv (2 of 2) 5.17.1.3
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Element Brick Ledge Flashing Details 5.17.1.4
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Corbels
Formed Brick Ledge
Brick Ledge Formed with 12in Element 5.17.2.1
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Openings
Doors
Thermal Break at Threshold 5.12.2.1
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Thermal Break at Threshold w Taper Top 5.12.2.2
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Welded Press Steel Door Frame Center Mount 5.12.2.3
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Welded Press Steel Door Frame Flush Mount 5.12.2.4
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Typical Door Frame 5.12.2.5
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Garage or Bay
Overhead Garage Door Opening w CIP Column 5.12.3.1
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Canopy and Roll Up Door 5.12.3.2
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Garage Opening Driveway Tied to Element 5.12.3.3
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Garage Opening Thickened Slab Tied to Element 5.12.3.4
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Garage Opening Tied to Slab 5.12.3.5
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Overhead Garage Door w Pro Buck 5.12.3.6
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Windows
Steel Lintel Supporting Brick Veneer 5.12.1.1
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Temporary Form Support for Exposed Concrete Sill (2 of 2) 5.12.1.4
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Window Head/Sill Detail 5.12.1.5
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Window Head/Sill Steel Frame 5.12.1.6
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Aluminum Head/Sill 5.12.1.7
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Aluminum Window Frame 5.12.1.8
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Aluminum Window Head/Sill w LSL 5.12.1.9
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Window Screen 5.12.1.10
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Exterior Window Screen 5.12.1.11
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10in Pro Buck Assembly (Option 1 of 2) 5.12.1.17
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10in Pro Buck Assembly (Option 2 of 2) 5.12.1.18
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EIFS Base Coat 5.12.1.19
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External Buck Flashing 5.12.1.20
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Direct to Concrete 5.12.1.21
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Pro Buck w Concrete Dam Perimeter 5.12.1.22
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Pilasters
Site-built Pilaster Form Support Example – Perspective 5.21.1
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Site-built Pilaster Form Support Various Examples – Plan View 5.21.2
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Pools
Forming for Coping (Option 1 of 2) 5.20.3
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Forming for Coping (Option 2 of 2) 5.20.4
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Inlet/outlet Fixture 5.20.5
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Pool Footing Detail 5.20.6
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Pool Skimmer 5.20.7
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Roof and Parapets
Exterior Wall
Canopy Framing 5.8.1.1
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Gable Wall End 5.8.1.2
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Slope Roof Wall Instersection 5.8.1.3
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Recessed Top Plate 5.8.1.4
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2×6 Overhung Top Plate 5.8.1.5
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2×6 w Element Taper Top 5.8.1.6
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Hurricane Tie Down Strap 5.8.1.7
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Vaulted Ceilings 1 of 2 5.8.1.8
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Vaulted Ceilings 2 of 2 5.8.1.9
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Element Parapet Flat Roof on Wood Joists w Metal Cap 5.8.1.10
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Element Parapet Flat Roof on Wood Joists w EPS Coping 5.8.1.11
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Wood Parapet on Wood Joists 5.8.1.12
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Wood Parapet on Wood Joists w Metal Cap 5.8.1.13
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Metal Liner Roof Panels 5.8.2.1
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Element Parapet Flat Roof on Open Web Steel Joists 5.8.2.3
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Element Parapet Flat Roof on Open Web Steel Joist w Insulation 5.8.2.4
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Wood Parapet w Open Web Steel Joist 5.8.2.6
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Roof Deck on Steel Joist w Taper Top 5.8.2.7
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Parapet w Sloped Roof 5.8.2.8
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Precast Concrete Flat Roof 5.8.3.1
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Element Parapet Flat Roof w Precast Concrete Panel 5.8.3.2
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Wood Parapet w Precast Concrete Panel Roof 5.8.3.3
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Simpson Strong-tie H1 H2.5 Strap 5.8.4.1
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Simpson Strong-tie Roof Truss Beam Seat 5.8.4.2
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Lateral Truss Anchor 5.8.4.3
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Structural Insulated Panel Roof 5.8.5.1
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Flashing to Neighboring Wall 5.8.6.1
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Parapet Metal Coping Brick Veneer 5.8.6.3
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Scupper Detail 5.8.6.4
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Interior Wall
Fire Wall Above Roof Line 5.9.1.1
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Interior Wall Supporting Open Web Steel Joists 5.9.2.1
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Separation Wall 5.9.2.2
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Steel Deck on Element Demising Wall 5.9.2.3
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Steel Deck on Element Demising Wall w Fire Sealant 5.9.2.4
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STC Wall Assemblies
8in Element Wall Assembly STC 52+ 5.18.3
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Steel Reinforcing
Brick Ledge
Brick Ledge Corner Reinforcing 5.14.4.1
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Element Brick Ledge Standard Stirrup Detail 5.14.4.2
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Element Brick Ledge Heavy Reinforcement Stirrup Detail 5.14.4.3
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Corners
4in and 6in Element Corner Reinforcing 5.14.2.1
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8in and 10in Element Corner Reinforcing 5.14.2.2
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12in Element Corner Reinforcing 5.14.2.3
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6in Element Corner Double Mat Reinforcing 5.14.2.4
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8in Element Corner Double Mat Reinforcing 5.14.2.5
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10in Element Corner Double Mat Reinforcing 5.14.2.6
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T-Junctions
Element T-Wall Reinforcing 5.14.3.1
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Theatres
Theatre Projection Port Frame 5.19.1
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Theatre Wall Assemblies 5.19.2
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Wall Sections
One Storey Plus Basement
8ft Foundation 8ft Main Floor 5.2.2.1
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8ft Foundation 9ft Main Floor 5.2.2.2
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8ft Foundation 10ft Main Floor 5.2.2.3
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8in to 4in Element Transition 5.2.2.4
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6in to 6in Element Transition 5.2.2.5
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8in to 6in Transition, 9ft Precut Studs and Ftg Options 5.2.2.6
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10in to 6in Element Transition 5.2.2.7
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9ft 4in Foundation w 8in to 8in Element Transition 5.2.2.8
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9ft 4in Foundation w 8in to 6in Element Transition 5.2.2.9
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4ft Frost Wall / 10ft 8in Main Floor / 6in to 6in Transition 5.2.2.10
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Slab at Grade
9ft 4in Wall w Thickened Slab 5.2.1.2
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8in Wall w Shallow Frost Wall 5.2.1.3
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9ft Slab at Grade w Shallow Frost Wall 5.2.1.5
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Two Storey Plus Basement
8ft Foundation, 8ft Main Flr, 8ft Top Flr 5.2.3.1
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8ft Foundation, 9ft Main Flr, 8ft Top Flr 5.2.3.2
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Wall to Wall Connections
Existing Walls
Attachment to Existing Concrete Wall 5.13.2.1
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Element to Existing Element Foundation 5.13.2.2
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Framed Wall
Attachment to Framed Walls 5.13.1.1
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Framed Wall Closure Attachment 5.13.1.2
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1 Hour Fire Rated Wall Detail at Partition Wall Joint 5.13.1.3
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Angle Stud Framed Wall Attachment 5.13.1.4
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Double Framed Wall on Element w/ Brick Ledge 5.13.1.5
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Misc
Precast Panels 5.13.5.1
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Vertical Cold Joint Detail 5.13.5.3
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Wall Jogs
Wall Transitions
Horizontal Corner Wall Transition 6in to 8in Element 5.13.4.1
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Horizontal Wall Transition 6in to 8in T-Wall 5.13.4.3
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Code Compliance
NFPA 285 Test Report
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Wisconsin Building Product Evaluation
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QAI Code Evaluation Report
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Florida Product Approval
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Code Compliance Booklet
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Reference Manuals
Element ICF Estimating
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Supporting Products
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Canadian Prescriptive Engineering
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USA Prescriptive Engineering (40 ksi Reinf.)
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USA Prescriptive Engineering (60ksi Reinf.)
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Installation Guide 3rd Edition
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Specifications & Data Sheets
Technical Bulletins
Max Bearing Lengths with Standard, Brick Ledge and Taper Top Conditions
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Footing Dowel Requirements – Canada
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Footing Dowel Requirements – USA
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NFPA 285 Compliance
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Lintel Bracing
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Cold Weather Concreting
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On-site T-walls with Buck Brace
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Thermal Performance: The ICF Effect
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Termite Mitigation
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R-value Comparison to Wood Stud Walls
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Root Storage Warehouses
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Openings Near Corners
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On-site Mitre Cuts
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LEED Contribution
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Lap Splices
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Disaster Resistance
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Creating Corners from Standard Blocks
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