Height Adjuster 5.1.3.1

XRV 5.1.3.2

4inch Flextie

6inch Flextie

8inch Flextie

10inch Flextie

12inch Flextie

Preformed Standards 6″ 5.1.2.1

Preformed Standards 8″ 5.1.2.2

Preformed Brick Ledge 6″ 5.1.2.3

Preformed Brick Ledge 8″ 5.1.2.4

Preformed Taper Top 6″ 5.1.2.5

Preformed Taper Top 8″ 5.1.2.6

Preformed Corner 6″ 5.1.2.9

Preformed Corner 8″ 5.1.2.10

Pro Buck 4inch 5.1.5.1

Pro Buck 6inch 5.1.5.2

Pro Buck 8inch 5.1.5.3

Buck Brace 5.1.5.4

Site-Assembled Standard 4″ 5.1.1.1

Site-Assembled Standard 6″ 5.1.1.2

Site-Assembled Standard 8″ 5.1.1.3

Site-Assembled Standard 10″ 5.1.1.4

Site-Assembled Standard 12″ 5.1.1.5

Site-Assembled Brick Ledge 4″ 5.1.1.6

Site-Assembled Brick Ledge 6″ 5.1.1.7

Site-Assembled Brick Ledge 8″ 5.1.1.8

Site-Assembled Brick Ledge 10″ 5.1.1.9

Site-Assembled Brick Ledge 12″ 5.1.1.10

Site-Assembled Taper Top 4″ 5.1.1.11

Site-Assembled Taper Top 6″ 5.1.1.12

Site-Assembled Taper Top 8″ 5.1.1.13

Site-Assembled Taper Top 10″ 5.1.1.14

Site-Assembled Taper Top 12″ 5.1.1.15

Site-Assembled Corner 4″ 5.1.1.21

Site-Assembled Corner 6″ 5.1.1.22

Site-Assembled Corner 8″ 5.1.1.23

Site-Assembled Corner 10″ 5.1.1.24

Site-Assembled Corner 12″ 5.1.1.25

Bond Beam 5.15.3.1

Composite Steel Beam on Element Brick Ledge 5.15.2.1

Steel Deck on Structural Beam 5.15.2.2

Structural Steel Beam Channel (1 of 2) 5.15.2.3

Structural Steel Beam Channel (2 of 2) 5.15.2.4

Steel Beam Bracket Supporting Steel Beam 5.15.2.5

Steel Beam Bracket Supporting Steel Beam w Angle Iron 5.15.2.6

Joist Bearing on Steel Beam 5.15.2.9

Joist Bearing on Steel Beam Supporting Brick Veneer 5.15.2.10

Steel Deck Porch Cover 5.15.2.11

Lateral Bracing to Steel Beam 5.15.2.12

Wood Beam with Fire Cut 5.15.1.1

Wood Beams with Clip Angles 5.15.1.2

Steel Beam Supporting Bracket Wood Beam 5.15.1.3

Concrete Encased Steel Column 5.16.2.2

Embedded Steel Columns 5.16.2.3

Embedded Steel Column on Footing 5.16.2.4

Embedded Tapered Column on Footing 5.16.2.5

HSS Column on Element 5.16.2.7

Metal Handrail 5.11.2.1

Handrail 5.11.2.2

Grab Bar Support 5.11.2.3

Panel Board w Element 6in and Larger 5.11.2.5

Panel Board w Element 4in 5.11.2.6

Element ICF with Stone Veneer 5.11.1.1

Termite Strip 5.11.1.4

Cladding Panels (1 of 2) 5.11.1.5

Cladding Panels (2 of 2) 5.11.1.6

Stone Veneer Application w Drainage Plane 5.11.1.7

Bearing Lengths 4″ Element Standard on Standard 5.6.1.1

Bearing Lengths 4″ Element Standard on Brick Ledge 5.6.1.2

Bearing Lengths 6″ Element Standard on Standard 5.6.1.3

Bearing Lengths 6″ Element Standard on Brick Ledge 5.6.1.4

Bearing Lengths 8″ Element Standard on Standard 5.6.1.5

Bearing Lengths 8″ Element Standard on Brick Ledge 5.6.1.6

Bearing Lengths 10″ Element Standard on Standard 5.6.1.7

Bearing Lengths 10″ Element Standard on Brick Ledge 5.6.1.8

Bearing Lengths 12″ Element Standard on Brick Ledge 5.6.1.9

2×6 Top Plate Recessed w Double Taper Top 5.6.2.1

2×6 Top Plate Overhung w Double Taper Top 5.6.2.2

2×8 Top Plate Overhung w Taper Top 5.6.2.3

Masonry Veneer w Taper Top 5.6.2.4

2x Lumber Ledger 5.6.2.5

LVL Lumber Ledger 5.6.2.6

Taper Top w Log Homes 2×12 Sill Plate 5.6.2.8

Simpson Strong-tie Ledger Connector Perspective 5.6.2.9

8in to 6in Transition w Simpson Strong-tie ICF Connectors 5.6.2.11

10in to 6in Transition w Taper Top and Simpson Strong-tie ICF Connectors 5.6.2.12

Anchor Tunnel – Floor Ledger Connector 5.6.2.14

Frame Strap Alternative 5.6.2.16

Wood Floor Joist Parallel to Wall 1 of 2 5.6.2.17

Wood Floor Joist Parallel to Wall 2 of 2 5.6.2.18

Below Grade Brick Veneer 1 of 4 5.6.2.19

Below Grade Brick Veneer 2 of 4 5.6.2.20

Below Grade Brick Veneer 3 of 4 5.6.2.21

Below Grade Brick Veneer 4 of 4 5.6.2.22

10in to 6in Wall Transition 5.6.2.23

8in to 4in Wall Transition 5.6.2.24

6in to 4in Wall Transition 5.6.2.25

Foundation w Element Clips Supporting Stone Veneer 5.6.2.26

Angle Iron Ledger 5.6.2.27

Brick Ledger w Top Chord Bearing 5.6.2.28

Bottom Chord Bearing Truss 5.6.2.29

Ledger Saddle 5.6.2.30

Hambro Floor 5.6.3.1

Hambro Floor Butted Against Element 5.6.3.2

Steel Deck on Open Web Steel Joist Bearing End 5.6.3.3

Steel Deck on Open Web Steel Joist Non-Bearing End 5.6.3.4

Steel Angle to Joist 5.6.3.5

Open Web Steel Joist Form Support at Floor Transition 5.6.3.6

Fortruss Floor and Roof System 5.6.4.1

Steel Composite Deck 5.6.4.3

Slab Dowel to Element 5.6.4.4

Slab w Angle Iron Connection 5.6.4.5

Stair Landing 5.6.4.9

Hollow Core Slab 5.6.5.1

Hollow Core Slab w Framed Wall 5.6.5.2

Hollow Core Slab w Fire Break 5.6.5.3

Spancrete Topping Flush to Element 5.6.5.6

Spancrete Topping Flush to Inside Face of Element 5.6.5.7

Party Wall w Fire Stop 5.7.1.1

Non-load Bearing Demising Wall 5.7.1.2

Hollow Core Slab on Double Taper Top 5.7.2.1

Hollow Core Slab Multi-Story Interior Wall 5.7.2.2

Hambro Joist Butted Against Element 5.7.3.1

Hollow Core Slab 5.3.1.1

Pile Supported Grade Beam 5.3.2.1

Pile Supported Grade Beam 5.3.2.2

Deep Grade Beam on Pile Cap 5.3.2.3

Grade Beam Bracing 5.3.2.4

Screw Piles 5.3.2.5

Brick Ledge on Footing 5.3.3.1

Brick Ledge of Footing w Integral Slab 5.3.3.2

Slab on Grade w Brick Ledge and Modified Taper Top 5.3.3.3

Brick Ledge Supporting Slab at Grade 5.3.3.4

CMU Brick Ledge on Footing 5.3.3.5

Brick Veneer on Concrete Fill 5.3.3.6

Thickened Slab Integrated w Brick Ledge 5.3.3.7

Alaskan Slab w Element Tie Clip 5.3.4.1

Footing Formed with Element Clip 5.3.4.2

Footing w Integral Slab 5.3.4.3

Footing Formed w Element Brick Ledge 5.3.4.4

Thickened Slab Formed w Element Brick Ledge 5.3.4.5

Thickened Slab Formed w Element on One Side 5.3.4.6

Shallow Frost Protected Footing 5.3.4.7

Radon Barrier 5.3.5.1

Interior Wall Pile Supported Grade Beam 5.4.1.1

Interior Grade Beam 5.4.1.2

ICF Base at Interior Wall 5.4.2.1

8ft Foundation w Element 8in and Brick Ledge 5.5.3.1

8ft 4in Foundation w Taper Top and Height Adjuster 5.5.3.2

8ft 8in Foundation w Taper Top 5.5.3.3

9ft 4in Foundation w Taper Top 5.5.3.4

8ft Foundation w Element Brick Ledge 5.5.3.5

8ft Foundation w 8in to 4in Transition 5.5.3.6

Bilco Basement Doors 5.5.3.9

4ft Crawl Space 5.5.1.1

4ft 8in Crawl Space 5.5.1.2

6ft Crawl Space 5.5.1.3

6in to 4in Element Crawl Space 5.5.1.4

4ft Crawl Space w 6in Element 5.5.1.5

10ft 4in Foundation w 4ft Crawl Space 5.5.1.6

Crawl Space w Brick Veneer and Framing 5.5.1.7

4ft Frost Wall 5.5.2.1

4ft Frost Wall 6in to 6in Above-grade 5.5.2.3

3ft Frost Wall w Integral Slab 5.5.2.4

3ft 4in Frost Wall w Integral Slab and Framing 5.5.2.5

Trenched Stem Wall 5.5.2.6

Frost Wall w CMU Brick Ledge 5.5.2.7

Cast in Place Slab w Curb Block 5.5.2.8

Brick Ledge Waterproofing Detail 5.5.4.1

Brick Ledge Flashing Detail 5.5.4.2

Waterproofing Membrane Protection 5.5.4.3

Angle Iron Supporting Brick Veneer w Welded Studs 5.17.3.2

Angle Iron Supporting Brick Veneer w Expansion Bolts 5.17.3.3

Angle Iron Supporting Brick Veneer w Welded Plates 5.17.3.4

6in Element on 8in Element Brick Ledge 5.17.1.1

12″ Element Brick Ledge w D-Rv (1 of 2) 5.17.1.2

12″ Element Brick Ledge w D-Rv (2 of 2) 5.17.1.3

Element Brick Ledge Flashing Details 5.17.1.4

Corbel Reinforcing Example 5.17.4.1

Corbel Supporting Timber Post 5.17.4.2

Corbel Supporting Timber Post and Joist 5.17.4.3

Brick Ledge Formed with 12in Element 5.17.2.1

Thermal Break at Threshold 5.12.2.1

Thermal Break at Threshold w Taper Top 5.12.2.2

Welded Press Steel Door Frame Center Mount 5.12.2.3

Welded Press Steel Door Frame Flush Mount 5.12.2.4

Typical Door Frame 5.12.2.5

Brick Veneer Over Door Opening 5.12.2.6

Zero Entry Detail 5.12.2.7

Overhead Garage Door Opening w CIP Column 5.12.3.1

Canopy and Roll Up Door 5.12.3.2

Garage Opening Driveway Tied to Element 5.12.3.3

Garage Opening Thickened Slab Tied to Element 5.12.3.4

Garage Opening Tied to Slab 5.12.3.5

Overhead Garage Door w Pro Buck 5.12.3.6

Steel Lintel Supporting Brick Veneer 5.12.1.1

Sloped Concrete Sill 5.12.1.2

Temporary Form Support for Exposed Concrete Sill (1 of 2) 5.12.1.3

Temporary Form Support for Exposed Concrete Sill (2 of 2) 5.12.1.4

Window Head/Sill Detail 5.12.1.5