DM PBR
FL# 47755.1
DM PBR Wall Panel (36” Wide)
26ga and 24ga Galvalume
Approved
Approved for installation outside of the HVHZ (Miami-Dade & Broward counties)
Panel Material
26ga Galvalume (min).
Panel Description
Structural steel wall panel with 1¼” tall rib (nominal) and 36” (max) coverage.
Structural Framing
16ga (min) steel framing
Available Options
24ga galvalume also available and acceptable.
Installation
*Be sure to review the installation notes included in the Evaluation Report document.
This product is approved for installation outside the HVHZ (Miami-Dade & Broward counties). References to HVHZ sections of the FBC (e.g. Fire Barrier) generally do not apply when the product is installed outside of the HVHZ.
Fire Barrier
Fire classification is not a part of this evaluation. Where required, refer to a current fire directory listing for fire ratings of this system assembly as well as the location of the fire barrier within the assembly.
Panel Labeling
Products that require labeling shall bear the following or similar label. Other labeling in accordance with FBC 1523.5 shall also be permitted.
Technical Documentation
1) This product has been tested to meet the standards listed below by Intertek Testing (TST-152).
2) Per report S9448.13-450-18, signed and sealed by Tanya Dolby, PE, and by PRI Construction Materials Technologies, per test reports VLS-004-02-01 and VLS-005-02-01.
3) Drawing DMPBR-W, dated 9/5/25, signed and sealed by Scott Wolters, PE.
4) Supplemental Calculations to support DMPBR-W, signed & sealed by Scott Wolters, PE.
5) Reports used for evaluation are owned by Lara’s IP & Research, LLC., and used with prior written permission.
Compliance Statement
Reviewed per the FAC Product Approval Rule, Chapter 61G20-3.005 (4), this product, as described in this report and drawing DMPBR-W, meets all of the requirements of the 8th Edition (2023) Florida Building Code, for use outside of the HVHZ.
This product as described has been tested and demonstrated compliance with:
ASTM E330 – Test for Uniform static air pressure difference
TAS 202 – Test for Building Envelope components using uniform static air pressure
Design Process
Compare the maximum allowable loads to the ASD uplift pressures for the project to determine sufficiency and installation requirements. Determine project wind pressures using ASCE 7-22, FBC R301, project design documents, guidance from local building department, or other design professionals. Engineering analysis may be completed by other licensed engineers for project specific approval by local authorities having jurisdiction.
Exclusions and Limitations
Design of structure shall be completed by others. Fire classification and shear diaphragm design are outside the scope of this evaluation.
This report is limited to compliance as required by Rule 61G20-3. Neither Wolters Engineering nor the manufacturer shall be responsible for any conclusions, interpretations, or designs made by others based on this evaluation report. This report is limited solely to documenting compliance with Rule 61G20-3 and makes no express or implied warranty regarding performance of this product. Installation shall be subject to the local building code and authority having jurisdiction.
Panel Forming
Panels may be formed on the jobsite with the following DYME Metals Association, LLC approved machines, under a quality assurance program audited by an approved 3rd. party QA auditor
SSP-10751007, 5VC-0700123, SSQ2U-6470323, SSQ2U-6480323, SSQ-6800617, SSQ-6690517, 5VC-0490718, SSQ5150216, SSQ-4560615, 5VC-0360516, SSQ-6810617, SSQ2U-4031121, SSQ2U-4041121, SSQU-4051121