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USER: Public User
 
Product Approval Menu > Application Detail
 
FL # FL10999-R3
Application Type Revision
Code Version 2017
Application Status Approved
 
Comments
Archived
 
Product Manufacturer Metal Sales Manufacturing Corporation
Address/Phone/Email 7800 Highway 60
Sellersburg, IN 47172
(502) 855-4300
dstermer@metalsales.us.com
 
Authorized Signature David Stermer
dstermer@metalsales.us.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 Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 12/27/2026
Validated By Yoosef Lavi, P.E.
  Validation Checklist - Hardcopy Received
 
Certificate of Independence FL10999_R3_COI_CertificateIndependence.pdf
 
Referenced Standard and Year (of Standard)
StandardYear
ASTM E15922005
FM 44702012
 
Equivalence of Product Standards
Certified By
 
Sections from the Code
 
 
 
Product Approval Method Method 1 Option D
 
Date Submitted 08/25/2017
Date Validated 08/29/2017
Date Pending FBC Approval 09/01/2017
Date Approved 12/12/2017
Date Revised 09/28/2020
 
Summary of Products
FL # Model, Number or Name Description
10999.1 7/8" Corrugated Panel Min. 24 ga., 32" wide coverage through fastened roof panel
Limits of Use
 Approved for use in HVHZ: No
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: +N/A/-156.4
 Other: Uplift load of 79.7 psf at support spacing of 60" o.c. and 156.4 psf at support spacing of 24" o.c.		 Installation Instructions
 FL10999_R3_II_EvaluationReportC2180_1.pdf
 Verified By: Bala Sockalingam PE 62240
 Created by Independent Third Party: Yes
Evaluation Reports
 FL10999_R3_AE_EvaluationReportC2180_1.pdf
 Created by Independent Third Party: Yes
10999.2 Aluminum Magna-Loc Min. 0.032" thick, 16" wide standing seam roof panel with standard clip over open supports or deck
Limits of Use
 Approved for use in HVHZ: No
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: +N/A/-105
 Other: Uplift load of 30.0 psf at clip spacing of 60" o.c. and 87.5 psf at clip spacing of 12" o.c. for 0.032" thick panel and uplift load of 41.0 psf at clip spacing of 60" o.c. and 105.0 psf at clip spacing of 12" o.c. for 0.040" thick panel		 Installation Instructions
 FL10999_R3_II_EvaluationReportC2180_2.pdf
 Verified By: Bala Sockalingam PE 62240
 Created by Independent Third Party: Yes
Evaluation Reports
 FL10999_R3_AE_EvaluationReportC2180_2.pdf
 Created by Independent Third Party: Yes
10999.3 Classic Rib Min. 26 ga., 36" wide, through fastened panel over open steel supports
Limits of Use
 Approved for use in HVHZ: No
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: +N/A/-138.7
 Other: Uplift load of 61.2 psf at fastener spacing of 48" o.c. and 138.7 psf at fastener spacing of 24" o.c.		 Installation Instructions
 FL10999_R3_II_EvaluationReportC2180_3.pdf
 Verified By: Bala Sockalingam PE 62240
 Created by Independent Third Party: Yes
Evaluation Reports
 FL10999_R3_AE_EvaluationReportC2180_3.pdf
 Created by Independent Third Party: Yes
10999.4 Classic Rib Min 29 ga., 36" wide, through fastened panel over open wood supports
Limits of Use
 Approved for use in HVHZ: No
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: +N/A/-128.3
 Other: Uplift load of 128.3 psf at fastener spacing of 24" o.c.		 Installation Instructions
 FL10999_R3_II_EvaluationReportC2180_4.pdf
 Verified By: Bala Sockalingam PE 62240
 Created by Independent Third Party: Yes
Evaluation Reports
 FL10999_R3_AE_EvaluationReportC2180_4.pdf
 Created by Independent Third Party: Yes
10999.5 Magna-Loc Min. 24 ga., 16" wide standing seam roof panel with standard clip 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/-146.7
 Other: Uplift load of 51.0 psf at clip spacing of 60" o.c. for 24 ga. panel, 73.7 psf at clip spacing of 60" o.c. for 22 ga. panel and 146.7 psf at clip spacing of 12" o.c. for minimum 24 ga. panel.		 Installation Instructions
 FL10999_R3_II_EvaluationReportC2180_5.pdf
 Verified By: Bala Sockalingam PE 62240
 Created by Independent Third Party: Yes
Evaluation Reports
 FL10999_R3_AE_EvaluationReportC2180_5.pdf
 Created by Independent Third Party: Yes
10999.6 Magna-Loc 180 Min. 24 ga., 16" 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/-117.7
 Other: Uplift load of 39.6 psf at clip spacing of 60" o.c. and 117.7 psf at clip spacing of 12" o.c.		 Installation Instructions
 FL10999_R3_II_EvaluationReportC2180_6.pdf
 Verified By: Bala Sockalingam PE 62240
 Created by Independent Third Party: Yes
Evaluation Reports
 FL10999_R3_AE_EvaluationReportC2180_6.pdf
 Created by Independent Third Party: Yes
10999.7 PBR-Panel Min. 26 ga., 36" wide, through fastened panel over open steel supports
Limits of Use
 Approved for use in HVHZ: No
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: +N/A/-154.4
 Other: Uplift load of 41.9 psf at fastener spacing of 60" o.c. and 154.4 psf at fastener spacing of 24" o.c.		 Installation Instructions
 FL10999_R3_II_EvaluationReportC2180_7.pdf
 Verified By: Bala Sockalingam PE 62240
 Created by Independent Third Party: Yes
Evaluation Reports
 FL10999_R3_AE_EvaluationReportC2180_7.pdf
 Created by Independent Third Party: Yes
10999.8 Seam-Loc 24 24 or 22 ga., max 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/-74.1
 Other: For 24 ga. panel, uplift load of 37.9 psf at clip spacing of 60" o.c. and 69.8 psf at clip spacing of 24" o.c. For 22 ga. panel, uplift load of 44.2 psf at clip spacing of 60" o.c. and 74.1 psf at clip spacing of 24" o.c. 		Installation Instructions
 FL10999_R3_II_EvaluationReportC2180_8.pdf
 Verified By: Bala Sockalingam PE 62240
 Created by Independent Third Party: Yes
Evaluation Reports
 FL10999_R3_AE_EvaluationReportC2180_8.pdf
 Created by Independent Third Party: Yes
10999.9 Seam-Loc 24 with Clamps Min. 24 ga., max. 24" wide standing seam roof panel with S-5! clamps 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/-130.9
 Other: Uplift load of 53.5 psf at clip spacing of 60" o.c. and 130.9 psf at clip spacing of 24" o.c. 		Installation Instructions
 FL10999_R3_II_EvaluationReportC2180_9.pdf
 Verified By: Bala Sockalingam PE 62240
 Created by Independent Third Party: Yes
Evaluation Reports
 FL10999_R3_AE_EvaluationReportC2180_9.pdf
 Created by Independent Third Party: Yes
 
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