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FL #

FL15997-R5

Application Type

Revision

Code Version

2026

Application Status

Pending FBC Approval

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

Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer
Evaluation Report - Hardcopy Received

Florida Engineer or Architect Name who developed the Evaluation Report

Bala Sockalingam

Florida License

PE-62240

Quality Assurance Entity

UL LLC

Quality Assurance Contract Expiration Date

12/31/2029

Validated By

Yoosef Lavi, P.E.

Validation Checklist - Hardcopy Received

Certificate of Independence

FL15997_R5_COI_CertificateIndependence.pdf

Referenced Standard and Year (of Standard)

Standard	Year
ASTM E1592	2017
FM 4470	2022

Equivalence of Product Standards
Certified By

Sections from the Code

Product Approval Method

Method 1 Option D

Date Submitted

09/30/2026

Date Validated

10/12/2026

Date Pending FBC Approval

10/17/2026

Summary of Products


FL #	Model, Number or Name	Description
15997.1	APEC 216 & 218	Max 18" wide, min 24 ga. Standing Seam Panel over open supports
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-235 Other: Maximum uplift load of 235 psf at support spacing of 24" o.c. with MPS 1200 Series clips and QuadLok seam for APEC 216 Panel		Installation Instructions FL15997_R5_II_EvaluationReportC3065_1.pdf Verified By: Bala Sockalingam 62240 Created by Independent Third Party: Yes Evaluation Reports FL15997_R5_AE_EvaluationReportC3065_1.pdf Created by Independent Third Party: Yes

15997.2	APEC 324	Min 24 ga., 24" wide standing seam roof panel
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-183.3 Other: Maximum uplift load of 183.3 psf at support spacing of 24" o.c. with Quadri-Lock seam and BA Series clip.		Installation Instructions FL15997_R5_II_EvaluationReportC3065_2.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL15997_R5_AE_EvaluationReportC3065_2.pdf Created by Independent Third Party: Yes

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