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FL # FL17083-R5
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 Veronica Bencid
veronica@afceng.com
 
Technical Representative Khanh Bui
Address/Phone/Email 555 Guthridge Ct
Norcross, GA 30092
(770) 449-5555
khanh.bui@arconic.com
 
Quality Assurance Representative Rafael Colon
Address/Phone/Email 600 Kawneer Drive
Springdale, AR 72764
(479) 756-4433
Rafael.Colon@arconic.com
 
Category Panel Walls
Subcategory Curtain Walls
 
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 Jalal Farooq, P.E
Florida License PE-81223
Quality Assurance Entity Architectural Testing, Inc., an Intertek Company
Quality Assurance Contract Expiration Date 12/31/2026
Validated By Lucas A. Turner, P.E., MBA
  Validation Checklist - Hardcopy Received
 
Certificate of Independence FL17083_R5_COI_SS - Certificate of Independence 2026.pdf
 
Referenced Standard and Year (of Standard)
StandardYear
AAMA 5012025
ASTM E3302014
ASTM E3312023
TAS-2021994
 
Equivalence of Product Standards
Certified By
Florida Licensed Professional Engineer or Architect
FL17083_R5_Equiv_SS - Equiv Letter 2026 FBC - Various Standards.pdf
 
Sections from the Code
 
 
 
Product Approval Method Method 1 Option D
 
Date Submitted 08/20/2026
Date Validated 08/20/2026
Date Pending FBC Approval 08/31/2026
Date Approved 10/13/2026
 
Summary of Products
FL # Model, Number or Name Description
17083.1 1620/1620 SSG Non-Impact Curtain Wall System Curtain Wall System (Non-Impact)
Limits of Use
 Approved for use in HVHZ: No
 Approved for use outside HVHZ: Yes
 Impact Resistant: No
 Design Pressure: +60.4/-60.4
 Other: Curtain wall size, pressure, assembly and installation requirements are to be as specified in the attached drawing. Job required design wind pressure shall be calculated in accordance with the Florida Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures. All glass meets the requirements of the current ASTM E1300 standard.		 Installation Instructions
 FL17083_R5_II_SS - 1620 SSG Single Span CW (NI) - DWG 20-59F 2026.pdf
 FL17083_R5_II_zSS - Coastal Anchors Statement of Equivalency.pdf
 Verified By: Jalal Farooq, P.E. 81223
 Created by Independent Third Party: Yes
Evaluation Reports
 FL17083_R5_AE_SS - 1620 SSG Single Span CW (NI) - PAE 2026.pdf
 Created by Independent Third Party: Yes
 
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