FUTUREBUILD® LVL TCC Floors

Timber Concrete Composite (TCC) Floors represent a move to optimise the advantages of both Futurebuild Laminated Veneer Lumber (LVL) beams and a concrete screed/slab, combined using defined connection methods to provide composite action.

Technology that was introduced to New Zealand in 2012, concrete screeds have been added to timber floors for decades in Europe, where the natural weight of concrete has been used to provide acoustic benefits. A natural progression was to provide a structural connection between the screed and the timber joists, allowing for an optimised structural solution with inherent acoustic and fire benefits.

There are many benefits to using LVL in Timber Concrete Composite floors, and we offer technical information and software (for engineers) to assist you in the design of TCC floors with Futurebuild LVL.

Features & Benefits

Concrete screed for enhanced acoustic attenuation*
LVL for strength, stiffness and inherent fire resistance*
computeIT^® design software for performance optimisation
Established, tested and proven performance
Lightweight, enabling use of conventional timber framing support*
Easy to install
Cost effective*
LVL products offer low variability and high reliability
Futurebuild^® LVL used in TCC Floors is manufactured from sustainably-grown New Zealand radiata pine

* Subject to design consideration.

Contact Futurebuild^® LVL for further information.

For more detailed information, please refer to our TCC Floors Information Guide.

Information Guide

Software

Photo Gallery

TCC Floors

Brochure

Futurebuild LVL Specific Engineering Design Guide

Properties and structural characteristics for the Futurebuild LVL range for use by specifiers and engineers for specific design LVL projects.

Futurebuild LVL Timber Concrete Floors (TCC) Guide

Timber Concrete Composite (TCC) floors represent a move to optimise the advantages of both Laminated Veneer Lumber (LVL) beams and a concrete screed/slab, combined using defined connection methods to provide composite action.

Technical Note

Futurebuild LVL Designing for Durability and Moisture

Designing for durability and moisture.

Sds

Futurebuild LVL SDS H1.2 Treated LVL and hyJOIST

Safety Data Sheet H1.2 Treated LVL and hyJOIST

Futurebuild LVL SDS Untreated LVL and hyJOIST

Safety Data Sheet glued product used in residential, commercial, and industrial construction, and/or general purpose building material.

Product Technical Statement

Futurebuild LVL Product Techncial Statement LVL computeIT Software Solutions

Product Technical Statement for Futurebuild LVL Products specificed through the computeIT software solutions

Futurebuild LVL Product Techncial Statement LVL General Application

Product Technical Statement for Futurebuild LVL used in general applications.

Futurebuild LVL Product Techncial Statement LVL Specified through designIT for Commercial Floors

Product Technical Statement for Futurebuild LVL Commercial Floors designed using designIT

Futurebuild LVL Product Technical Statement - LVL Residential Applications

Product Technical Statement for Futurebuild LVL used in residential applications.

Cad

DWG DXF MOD PDF JPG

HYJ001 (F0)

Joist hangers and brackets (Detail F0)

DWG DXF MOD PDF JPG

HYJ002 (F1)

End restraint- blocking with hyJoist (Detail F1)

DWG DXF MOD PDF JPG

HYJ003 (F2)

End restraint- using steel strap or bracing (Detail F2)

DWG DXF MOD PDF JPG

HYJ004 (F3)

End restraint - using ply or hardboard bracing (Detail F3)

DWG DXF MOD PDF JPG

HYJ005 (F4)

Fixing hyJOIST to steel beams - using face mount hangers (Detail F4)

DWG DXF MOD PDF JPG

HYJ006 (F5)

Nailing down to supports (Detail F5)

DWG DXF MOD PDF JPG

HYJ007 (F6)

Installation of web stiffeners (Detail F6)

DWG DXF MOD PDF JPG

HYJ008 (F6A)

Web stiffeners for double joists (Detail F6A)

DWG DXF MOD PDF JPG

HYJ009 (F7)

Notching of flanges at end supports (Detail F7)

DWG DXF MOD PDF JPG

HYJ010 (F8)

Notching of webs for steel beam flange (Detail F8)

DWG DXF MOD PDF JPG

HYJ011 (F9)

Tie-down to internal bracing wall (Detail F9)

DWG DXF MOD PDF JPG

HYJ012 (F10)

hyJOIST/hyJOIST connection (Detail F10)

DWG DXF MOD PDF JPG

HYJ013 (F11)

Adjacent outrigger (Detail F11)

DWG DXF MOD PDF JPG

HYJ014 (F12)

Nested outrigger installation (Detail F12)

DWG DXF MOD PDF JPG

HYJ015 (F13)

hyJOIST cantilever for internal or weather-proofed balcony applications (Detail 13)

DWG DXF MOD PDF JPG

HYJ016 (F14)

Short cantilever supporting load-bearing wall (Detail F14)

DWG DXF MOD PDF JPG

HYJ017 (F15)

Cantilever supporting load-bearing wall (Detail F15)

DWG DXF MOD PDF JPG

HYJ018 (F16)

Cantilevers supporting load-bearing walls - installation of end trimmer (Detail F16)

DWG DXF MOD PDF JPG

HYJ019 (F17)

End restraint - using rimboard or boundary joist (Detail F17)

DWG DXF MOD PDF JPG

HYJ020 (F18)

Installation of compression blocks (Detail F18)

DWG DXF MOD PDF JPG

HYJ021 (F21)

Cantilever supporting load-bearing walls- Type 1 reinforcement (Detail F21)

DWG DXF MOD PDF JPG

HYJ022 (F22)

Cantilever supporting load-bearing walls- Type 2 reinforcement (Detail F22)

DWG DXF MOD PDF JPG

HYJ023 (TD1)

Tie-down for external bracing wall using rimboard using 6 12kN fixing detail (Detail TD1)

DWG DXF MOD PDF JPG

HYJ024 (TD2)

Tie-down for external bracing wall -6 and 12 kN fixing details - bracing wall parallel to joist (Detail TD2)

DWG DXF MOD PDF JPG

HYJ025 (TD3)

Tie-down for external bracing wall- 6 and 12 kN fixing details - bracing wall perpendicular to joist (Detail TD3)

DWG DXF MOD PDF JPG

HYJ026 (TD4)

Tie-down for internal bracing walls - 6kN Fixing (Detail TD4)

DWG DXF MOD PDF JPG

HYJ027 (TD5)

Bracing transfer through diaphragm floors (Details TD5)

Information Bulletin

Futurebuild LVL Moulds on Timber

Infomation Bulletin relating to moulds on timber.

Futurebuild LVL computeIT Software for Engineers Flyer

computeIT® is designed to aid in the specification of heavy Laminated Veneer Lumber (LVL) structural
members and non-residential structural systems. Learn more in this flyer on the computeIT software suite.