A-02Technology

A panel system designed for factory fabrication and field assembly.

Understand the materials, connections and build sequence before evaluating project-specific performance.

PanLbilt system overview
System overview
Rapid Assembly Video

Three primary components.

  • 01

    Galvanized steel frame

    Forms the internal structural skeleton of the panel.

  • 02

    Fiber-cement board

    Affixed to the panel frame to create the panel faces.

  • 03

    Injected foam cement

    Fills the panel cavity and cures into a rigid core.

Build sequence

From approved drawings to assembled shell.

STEP 01

Engineering review

Confirm drawings, elevations, location, loads, code criteria and openings.

STEP 02

Panel fabrication

Fabricate numbered project panels and connection details.

STEP 03

Logistics + foundation

Coordinate shipment, crane access, staging and foundation readiness.

STEP 04

Field assembly

Set and connect the panelized shell according to the approved sequence.

Certification

Independently evaluated for U.S. code compliance.

Codes and standards

  • 01

    IBC / IRC / IECC

    International Building, Residential and Energy Conservation Codes — 2015, 2018 and 2021 editions.

  • 02

    Florida Building Code

    FBC-Building and FBC-Residential, 2020 and 2023 editions.

  • 03

    ACI 318 & ASCE/SEI 7

    Structural concrete design requirements and minimum design loads for buildings and other structures.

  • 04

    ASTM E72, E330 & E2126

    Panel strength, transverse wind-load and cyclic shear-resistance test methods for lateral force-resisting wall assemblies.

Testing, findings & approvals

  • 05

    Accredited testing

    Structural, transverse-load, gravity-load and seismic performance testing and evaluation were conducted under ISO/IEC 17025-accredited laboratories, an ISO/IEC 17020-accredited inspection body, and/or a licensed Registered Design Professional.

  • 06

    Seismic & load performance

    Lateral-load performance was evaluated per IBC Section 2211.1.1, with Seismic Design Coefficients established per ASCE 7 Section 12.2.1; transverse and gravity load resistance were evaluated per IBC Sections 1609.1.1 and 1604 and IRC Sections R301.2.1 and R301.1.

  • 07

    Jurisdictional approvals

    Approved for use under the Los Angeles Municipal Code (Center for Building Innovation Certificate of Approval License TA24945) and evaluated against the Code of Federal Regulations Manufactured Home Construction and Safety Standards, 24 CFR Parts 3280 and 3282.

Project-specific engineering note: These certification results apply to the assemblies and conditions covered by the underlying test and evaluation reports. Final structural, fire, wind, seismic, energy and other performance for a specific project must still be confirmed by the applicable design professionals and authorities having jurisdiction.
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