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Product Approval Menu > Application Detail

FL #

FL41984-R2

Application Type

Revision

Code Version

2026

Application Status

Applied For

Comments

Archived

Product Manufacturer

Alliance Steel Inc.

Address/Phone/Email

3333 South Council Road
Oklahoma City, OK 73179
(405) 745-7500
kshedd@allianceokc.com

Authorized Signature

Keith Shedd
kshedd@allianceokc.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

Farabaugh Engineering and Testing, LLC

Quality Assurance Contract Expiration Date

12/31/2029

Validated By

Yoosef Lavi, P.E.

Validation Checklist - Hardcopy Received

Certificate of Independence

FL41984_R2_COI_CertificateIndependence.pdf

Referenced Standard and Year (of Standard)

Standard	Year
AISI S100	2020
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

10/15/2026

Date Validated

Summary of Products


FL #	Model, Number or Name	Description
41984.1	Alliance Lok 216	Max 16" 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		Installation Instructions FL41984_R2_II_EvaluationReportC3087_1.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL41984_R2_AE_EvaluationReportC3087_1.pdf Created by Independent Third Party: Yes

41984.2	Alliance Seam 24	Min 24 ga., 24" 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/-183.3 Other: Maximum uplift load of 183.3 psf @ support spacing of 24" o.c. with BA Series clips and QuadLok seam		Installation Instructions FL41984_R2_II_EvaluationReportC3087_2.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL41984_R2_AE_EvaluationReportC3087_2.pdf Created by Independent Third Party: Yes

41984.3	PBM Panel	Min. 26 ga., 36" wide, through fastened 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/-118.9 Other: Uplift load of 118.9 psf at support spacing of 24" o.c.		Installation Instructions FL41984_R2_II_EvaluationReportC3087_3.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL41984_R2_AE_EvaluationReportC3087_3.pdf Created by Independent Third Party: Yes

41984.4	PBR Panel	Min. 26 ga., 36" wide, through fastened 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/-193.8 Other: Uplift load of 193.8 psf at support spacing of 24" o.c. for Fastener Pattern 2.		Installation Instructions FL41984_R2_II_EvaluationReportC3087_4.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL41984_R2_AE_EvaluationReportC3087_4.pdf Created by Independent Third Party: Yes

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