Third Party Verification Claim
550 Cleveland Avenue North | Saint Paul, MN 55114 
Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO 
CONSULTANTS 
· ENVIRONMENTAL 
· GEOTECHNICAL 
· MATERIALS 
· FORENSICS 
March 2, 2021 
Mr. John Ruprecht 
Clear View Glass Railings 
737 Quentin Avenue South 
Lakeland, MN 55043 
Re:  Wind Load Requirements for Wind-Borne Debris Regions, and Considerations for “Hercules” 
Glass Guardrail Panel 
  AET Project #: 05-20608 
Dear Mr. Ruprecht, 
This letter reports the findings of our review of the North Carolina wind requirements for Wind-Borne 
Debris Regions, as described by North Carolina Building Code Section 1609. These requirements 
closely follow ASCE 7. We compare these requirements to the published and tested strength of the 
Hercules Glass Guardrail Panel, model CVGR 1001 FWP, and provide conclusions regarding panel 
design requirements to meet specific portions of the NCBC code. 
Panel Construction 
The North Carolina State Building Code (NCBC) Section 2407 addresses glass used in handrails and 
guards; it specifies materials, loads, support conditions and wind-borne debris regions. According to the 
NCBC and in compliance with Category II of the Consumer Product Safety Commission (CPSC) and 
Class A of ANSI Z97.1, glass used in guardrails must be laminated glass constructed of fully tempered 
or heat strengthened glass and tested for its water penetration resistance, wind loading, impact, 
durability, thermal properties, and mechanical performance. It is our understanding that the panel is 
laminated and fully tempered. 
Panel Support 
NCBC Section 2407.1.2 requires that all panels “shall be supported by a minimum of three glass 
balusters or shall be otherwise supported to remain in place should one baluster panel fail”. We 
interpret this to mean that the panels will require three spigot supports. The Hercules Glass Guardrail 
Panel is available with three spigots, where required by North Carolina Building Code. 
The stainless steel spigots have been reviewed to confirm they possess the strength to support the shear 
and bending forces placed on them by the glass panels. When three spigots support the panels, they 
have sufficient capacity to resist wind loads required by the North Carolina Building Code. To meet the 
4 * multiplier for live loads shown in 2015 IBC section 2407.1.1 (required by some municipalities) a 










