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FL #

FL15998-R4

Application Type

Revision

Code Version

2023

Application Status

Approved

*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.

Comments

Archived

Product Manufacturer

AllSouth Pre-Engineered Components, LLC (APEC)

Address/Phone/Email

985 Technology Drive
Dothan, AL 36303
(334) 699-8394
jrobinson@buildwithapec.com

Authorized Signature

Jeff Robinson
jrobinson@buildwithapec.com

Technical Representative

Address/Phone/Email

Quality Assurance Representative

Address/Phone/Email

Category

Structural Components

Subcategory

Roof Deck

Compliance Method

Certification Mark or Listing

Certification Agency

UL LLC

Validated By

Bala Sockalingam, P.E.

Validation Checklist - Hardcopy Received

Referenced Standard and Year (of Standard)

Standard	Year
UL 580	2006

Equivalence of Product Standards
Certified By

Product Approval Method

Method 1 Option A

Date Submitted

07/24/2023

Date Validated

07/24/2023

Date Pending FBC Approval

Date Approved

07/28/2023

Date Revised

09/30/2026

Summary of Products


FL #	Model, Number or Name	Description
15998.1	7.2 Panel	Max 36" wide, min 26 ga. through fastened panel
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-52.5 Other: UL Construction No. 244. Design uplift pressure for Class 90 = 52.5 psf and Class 30 = 22.5 psf. The required design wind loads shall be determined for each project. The maximum purlin spacing listed herein shall not be exceeded. All rational analysis computations shall be prepared by a qualified design professional, as required by Florida Building Code.		Certification Agency Certificate FL15998_R4_C_CAC_UL244.pdf Quality Assurance Contract Expiration Date 12/31/2026 Installation Instructions FL15998_R4_II_UL244.pdf Verified By: UL LLC Created by Independent Third Party: Evaluation Reports Created by Independent Third Party:

15998.2	R or PBR Panel	Max 36" wide, min 26 ga. through fastened panel
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-52.5 Other: UL Construction No. 30, 54, 79, 104, 112, 161, 167, 184 and 542. Design uplift pressure for Class 90 = 52.5 psf and Class 60 = 37.5 psf. The required design wind loads shall be determined for each project. The maximum purlin spacing listed herein shall not be exceeded. All rational analysis computations shall be prepared by a qualified design professional, as required by Florida Building Code.		Certification Agency Certificate FL15998_R4_C_CAC_UL030.pdf FL15998_R4_C_CAC_UL054.pdf FL15998_R4_C_CAC_UL079.pdf FL15998_R4_C_CAC_UL104.pdf FL15998_R4_C_CAC_UL112.pdf FL15998_R4_C_CAC_UL161.pdf FL15998_R4_C_CAC_UL167.pdf FL15998_R4_C_CAC_UL184.pdf FL15998_R4_C_CAC_UL542.pdf Quality Assurance Contract Expiration Date 12/31/2026 Installation Instructions FL15998_R4_II_UL030.pdf FL15998_R4_II_UL054.pdf FL15998_R4_II_UL079.pdf FL15998_R4_II_UL104.pdf FL15998_R4_II_UL112.pdf FL15998_R4_II_UL161.pdf FL15998_R4_II_UL167.pdf FL15998_R4_II_UL184.pdf FL15998_R4_II_UL542.pdf Verified By: UL LLC Created by Independent Third Party: Evaluation Reports Created by Independent Third Party:

15998.3	U or PBU Panel	Max 36" wide, min 26 ga. through fastened panel
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-52.5 Other: UL Construction No. 39. Design uplift pressure for Class 90 = 52.5 psf. The required design wind loads shall be determined for each project. The maximum purlin spacing listed herein shall not be exceeded. All rational analysis computations shall be prepared by a qualified design professional, as required by Florida Building Code.		Certification Agency Certificate FL15998_R4_C_CAC_UL039.pdf Quality Assurance Contract Expiration Date 12/31/2026 Installation Instructions FL15998_R4_II_UL039.pdf Verified By: UL LLC Created by Independent Third Party: Evaluation Reports Created by Independent Third Party:

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