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Product Approval Menu > Application Detail
 
FL # FL5562-R11
Application Type Revision
Code Version 2023
Application Status Approved
 
Comments
Archived
 
Product Manufacturer Petersen Aluminum Corp.
Address/Phone/Email 102 Northpoint Parkway
Building 106
Acworth, GA 30102
(954) 461-7055
ndelfino@petersenmail.com
 
Authorized Signature Sal Delfino
sdelfino@petersenmail.com
 
Technical Representative Sal Delfino
Address/Phone/Email 102 Northpoint Parkway
Building 106
Acworth, GA 30102
(954) 931-1392
sdelfino@petersenmail.com
 
Quality Assurance Representative Nick Delfino
Address/Phone/Email 1500 N. University Drive
Suite 201-G
Coral Springs, FL 33071
(954) 461-7055
ndelfino@petersenmail.com
 
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 12/31/2026
Validated By Donald Flood, FL PE
  Validation Checklist - Hardcopy Received
 
Certificate of Independence FL5562_R11_COI_CertificateIndependence.pdf
 
Referenced Standard and Year (of Standard)
StandardYear
ASTM E15922017
ASTM G1552013
FM 44702016
 
Equivalence of Product Standards
Certified By

 
Sections from the Code
 
 
 
Product Approval Method Method 1 Option D
 
Date Submitted 08/08/2023
Date Validated 08/21/2023
Date Pending FBC Approval 08/28/2023
Date Approved 10/17/2023
 
Summary of Products
FL # Model, Number or Name Description
5562.1 1. Tite-Loc Plus Steel Panel 2" High, 18" Wide x 24 Ga. (min.) Steel Panels over 16 Ga. (min.) Purlins
Limits of Use
 Approved for use in HVHZ: No
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: +N/A/-99.4
 Other: Uplift load of 31.8 psf @ clip spacing of 5'-0" o.c. and 99.4 psf @ clip spacing of 2'-0" o.c. Install per manufacturer's details. Not for use in HVHZ.
Installation Instructions
 FL5562_R11_II_EvaluationReportC2699_1.pdf
 Verified By: Bala Sockalingam 62240
 Created by Independent Third Party: Yes
Evaluation Reports
 FL5562_R11_AE_EvaluationReportC2699_1.pdf
 Created by Independent Third Party: Yes
5562.2 2. Tite-Loc Plus Aluminum Panel 2" High, 16" Wide x 0.032" (min.) Aluminum Panels over 16 Ga. (min.) Purlins
Limits of Use
 Approved for use in HVHZ: No
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: +N/A/-57.4
 Other: Uplift load of 23.6 psf @ clip spacing of 5'-0" o.c. and 57.4 psf @ clip spacing of 2'-0" o.c. Install per manufacturer's details. Not for use in HVHZ.
Installation Instructions
 FL5562_R11_II_EvaluationReportC2699_2.pdf
 Verified By: Bala Sockalingam 62240
 Created by Independent Third Party: Yes
Evaluation Reports
 FL5562_R11_AE_EvaluationReportC2699_2.pdf
 Created by Independent Third Party: Yes
5562.3 3. Tite-Loc Plus Aluminum Panel 2" High, 18" Wide x 0.032" (min.) Aluminum Panels over 16 Ga. (min.) Purlins
Limits of Use
 Approved for use in HVHZ: No
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: +N/A/-52.2
 Other: Uplift load of 21.0 psf @ clip spacing of 5'-0" o.c. and 52.2 psf @ clip spacing of 2'-0" o.c. Install per manufacturer's details. Not for use in HVHZ.
Installation Instructions
 FL5562_R11_II_EvaluationReportC2699_3.pdf
 Verified By: Bala Sockalingam 62240
 Created by Independent Third Party: Yes
Evaluation Reports
 FL5562_R11_AE_EvaluationReportC2699_3.pdf
 Created by Independent Third Party: Yes
5562.4 4. Tite-Loc Plus Aluminum Panel 2" High, 18" Wide x 0.040" (min.) Aluminum Panels over 16 Ga. (min.) Purlins
Limits of Use
 Approved for use in HVHZ: No
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: +N/A/-202.5
 Other: Uplift load of 56.0 psf @ clip spacing of 5'-0" o.c. and 202.5 psf @ clip spacing of 1'-0" o.c. Install per manufacturer's details. Not for use in HVHZ.
Installation Instructions
 FL5562_R11_II_EvaluationReportC2699_4.pdf
 Verified By: Bala Sockalingam 62240
 Created by Independent Third Party: Yes
Evaluation Reports
 FL5562_R11_AE_EvaluationReportC2699_4.pdf
 Created by Independent Third Party: Yes
 
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