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Product Approval Menu > Application Detail

FL #

FL10388-R7

Application Type

Revision

Code Version

2026

Application Status

Approved

Comments

Archived

Product Manufacturer

Kawneer Company

Address/Phone/Email

555 Guthridge Court
Norcross, GA 30092
(770) 840-6436
npdservices@arconic.com

Authorized Signature

NPD Services
npdservices@arconic.com

Technical Representative

Destinee Davis

Address/Phone/Email

555 Guthridge Ct.
Norcross, GA 30092
(770) 840-6466
npdservices@arconic.com

Quality Assurance Representative

Address/Phone/Email

Category

Exterior Doors

Subcategory

Swinging Exterior Door Assemblies

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

W. W. Schaefer Engineering and Consulting, P.A.

Florida License

PE-44135

Quality Assurance Entity

Architectural Testing, Inc., an Intertek Company

Quality Assurance Contract Expiration Date

12/31/2026

Validated By

T.E. Lunn, PE, LLC

Validation Checklist - Hardcopy Received

Certificate of Independence

FL10388_R7_COI_Certification of Independence.pdf

Referenced Standard and Year (of Standard)

Standard	Year
ASTM E330	2014

Equivalence of Product Standards
Certified By

Florida Licensed Professional Engineer or Architect
FL10388_R7_Equiv_FL10388.pdf

Sections from the Code

Product Approval Method

Method 1 Option D

Date Submitted

07/09/2026

Date Validated

07/09/2026

Date Pending FBC Approval

07/10/2026

Date Approved

10/13/2026

Summary of Products


FL #	Model, Number or Name	Description
10388.1	190-350-500 Entrance Doors	190 Narrow, 350 Medium, 500 Wide Stile Doors with Trifab VG 450 Framing
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: Door size, installation, and assembly requirements shall be as specified in the attached drawing no. 1571. Job required design wind pressure shall be calculated in accordance with the FBC-Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures.		Installation Instructions FL10388_R7_II_Anchor requirements in saltwater coastline areas.pdf FL10388_R7_II_Drawing 1571 digitally sealed.pdf Verified By: W. W. Schaefer, PE Florida PE #44135 Created by Independent Third Party: Yes Evaluation Reports FL10388_R7_AE_WWS-140 digitally sealed.pdf Created by Independent Third Party: Yes

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