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Product Approval Menu > Application Detail

FL #

FL16372-R2

Application Type

Revision

Code Version

2026

Application Status

Pending FBC Approval

Comments

Archived

Product Manufacturer

BETCO, Inc.

Address/Phone/Email

228 Commerce Blvd.
Statesville, NC 28625
(980) 408-9151
brett.hostutler@betcoinc.com

Authorized Signature

Reed Self
reeds@betcoinc.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

FL16372_R2_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

10/04/2026

Date Validated

10/13/2026

Date Pending FBC Approval

10/17/2026

Summary of Products


FL #	Model, Number or Name	Description
16372.1	236R Panel	Min. 26 ga., 36" wide, through fastened panel over open steel supports
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-127.2 Other: Uplift load of 127.2 psf at fastener spacing of 24" o.c.		Installation Instructions FL16372_R2_II_EvaluationReportC3070_1.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL16372_R2_AE_EvaluationReportC3070_1.pdf Created by Independent Third Party: Yes

16372.2	316 Panel	Min. 24 ga., 16" wide standing seam roof 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/-140 Other: Uplift load of 140 psf at clip spacing of 30" o.c.		Installation Instructions FL16372_R2_II_EvaluationReportC3070_2.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL16372_R2_AE_EvaluationReportC3070_2.pdf Created by Independent Third Party: Yes

16372.3	SS200	Max. 18.5" wide, min 24 ga., 2" high standing seam panel
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-120 Other: Allowable uplift load of 120 psf at NC-3300 clip and clamp spacing of 24" o.c.		Installation Instructions FL16372_R2_II_EvaluationReportC3070_3.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL16372_R2_AE_EvaluationReportC3070_3.pdf Created by Independent Third Party: Yes

16372.4	TRQ250	Max. 18.5" wide, min 24 ga., 2.5" high standing seam panel
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-60 Other: Allowable uplift load of 60 psf at clip spacing of 30" o.c.		Installation Instructions FL16372_R2_II_EvaluationReportC3070_4.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL16372_R2_AE_EvaluationReportC3070_4.pdf Created by Independent Third Party: Yes

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