HomeMy WebLinkAboutMetal Sales 5V Product Approval--- REVISION
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search
Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #FL14645-R3
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Metal Sales Manufacturing Corporation
Address/Phone/Email 545 South 3rd Street, Suite 200 Louisville, KY 40202 (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 Roofing
Subcategory Metal Roofing
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 FL14645_R3_COI_CertificateIndependence.pdf
Referenced Standard and Year (of Standard)Standard Year
FM 4470 2012
TAS 125 2003
UL 1897 2012
UL 580 2006
Equivalence of Product Standards Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/09/2017
Date Validated 09/14/2017
Date Pending FBC Approval 09/15/2017
Date Approved 12/12/2017
Summary of Products
FL #Model, Number or Name Description
14645.1 2.5" Corrugated Min. 26 ga., 21.33" wide coverage through fastened roof panel
over min. 19/32” thick plywood deck.
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-86.0 Other: Uplift load of 82.3 psf at fastener spacing of 36" o.c.
and 86.0 psf at fastener spacing of 12" o.c.
Installation Instructions FL14645_R3_II_EvaluationReportC2182_1.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R3_AE_EvaluationReportC2182_1.pdf Created by Independent Third Party: Yes
14645.2 5V-Crimp Min. 26 ga., 24 wide through fastened roof panel over min.
19/32” thick plywood deck with fasteners through panel flat.
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-149.6 Other: Uplift load of 84.5 psf at fastener spacing of 24" o.c.,
131.3 psf at fastener spacing of 18" o.c. and 149.6 psf at
fastener spacing of 12" o.c.
Installation Instructions FL14645_R3_II_EvaluationReportC2182_2.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R3_AE_EvaluationReportC2182_2.pdf Created by Independent Third Party: Yes
14645.3 5V-Crimp Min. 26 ga., 24" wide through fastened roof panel over min.
19/32” thick plywood deck with fasteners through panel rib.
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-196.75 Other: Uplift load of 41.6 psf at fastener spacing of 36" o.c.,
74.8 psf at fastener spacing of 16" o.c. and 196.75 psf at
fastener spacing of 8" o.c.
Installation Instructions FL14645_R3_II_EvaluationReportC2182_3.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R3_AE_EvaluationReportC2182_3.pdf Created by Independent Third Party: Yes
14645.4 5V-Crimp Min. 26 ga., 24" wide through fastened roof panel over min.
15/32” thick plywood deck or 7/16" thick OSB with fasteners
through panel rib.
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-172.5 Other: Uplift load of 30.0 psf at fastener spacing of 36" o.c.
and 172.5 psf at fastener spacing of 6" o.c.
Installation Instructions FL14645_R3_II_EvaluationReportC2182_4.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R3_AE_EvaluationReportC2182_4.pdf Created by Independent Third Party: Yes
14645.5 Aluminum Classic Rib Nom. 0.032" thick, 36" wide, aluminum through fastened roof
panel over min. 15/32” thick plywood deck or 7/16" thick OSB.
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-120 Other: Uplift load of 30 psf at fastener spacing of 36" o.c. and
120 psf at fastener spacing of 6" o.c.
Installation Instructions FL14645_R3_II_EvaluationReportC2182_5.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R3_AE_EvaluationReportC2182_5.pdf Created by Independent Third Party: Yes
14645.6 Aluminum Vertical Seam Nom. 0.032" thick, 16" wide, aluminum standing seam roof
panel over min. 15/32” thick plywood deck or 7/16" thick OSB.
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-97.05 Other: Uplift load of 41.6 psf at clip spacing of 36" o.c., 71.0
psf at clip spacing of 12" o.c. and 97.1 psf at clip spacing of 12"
o.c. with sidelap adhesive.
Installation Instructions FL14645_R3_II_EvaluationReportC2182_6.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R3_AE_EvaluationReportC2182_6.pdf Created by Independent Third Party: Yes
14645.7 Aluminum Vertical Seam Nom. 0.032" thick, 16" wide, aluminum standing seam roof
panel over min. 19/32” thick plywood deck
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-162.0 Other: Uplift load of 41.6 psf at clip spacing of 36" o.c., 100.2
psf at clip spacing of 12" o.c. and 162.0 psf at clip spacing of
12" o.c. with support strap.
Installation Instructions FL14645_R3_II_EvaluationReportC2182_7.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R3_AE_EvaluationReportC2182_7.pdf Created by Independent Third Party: Yes
14645.8 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min.
15/32” thick plywood deck.
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-91 Other: Uplift load of 41.5 psf at fastener spacing of 48" o.c.
and 91 psf at fastener spacing of 6" o.c.
Installation Instructions FL14645_R3_II_EvaluationReportC2182_8.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R3_AE_EvaluationReportC2182_8.pdf Created by Independent Third Party: Yes
14645.9 Classic Rib Min. 26 ga., 36" wide through fastened roof panel over min.
19/32” thick plywood deck.
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-133.9 Other: Uplift load of 74.8 psf at fastener spacing of 36" o.c.,
92.3 psf at fastener spacing of 24" o.c. and 133.9 psf at
fastener spacing of 18" o.c.
Installation Instructions FL14645_R3_II_EvaluationReportC2182_9.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R3_AE_EvaluationReportC2182_9.pdf Created by Independent Third Party: Yes
14645.10 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min.
7/16” thick OSB deck
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-135.0 Other: Uplift load of 45 psf at fastener spacing of 24" o.c. and
135 psf at fastener spacing of 6" o.c.
Installation Instructions FL14645_R3_II_EvaluationReportC2182_10.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R3_AE_EvaluationReportC2182_10.pdf Created by Independent Third Party: Yes
14645.11 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min.
15/32” thick plywood deck.
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-138.5 Other: Uplift load of 68.4 psf at fastener spacing of 24" o.c.
and 138.5 psf at fastener spacing of 12" o.c.
Installation Instructions FL14645_R3_II_EvaluationReportC2182_11.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R3_AE_EvaluationReportC2182_11.pdf Created by Independent Third Party: Yes
14645.12 Image II Min. 26 ga., 16" wide concealed fastened roof panel over min.
15/32” thick plywood deck or 7/16" thick OSB.
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-86.55 Other: Uplift load of 20.8 psf at fastener spacing of 24" o.c.,
63.5 psf at fastener spacing of 6" o.c. and 86.55 psf at fastener
spacing of 6" o.c. with sidelap adhesive.
Installation Instructions FL14645_R3_II_EvaluationReportC2182_12.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R3_AE_EvaluationReportC2182_12.pdf Created by Independent Third Party: Yes
14645.13 PBR-Panel or R-Panel Min. 26 ga., 36" wide through fastened roof panel over min.
15/32” thick plywood deck.
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-131.0 Other: Uplift load of 30.0 psf at fastener spacing of 48" o.c.
and 131.0 psf at fastener spacing of 6" o.c.
Installation Instructions FL14645_R3_II_EvaluationReportC2182_13.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R3_AE_EvaluationReportC2182_13.pdf Created by Independent Third Party: Yes
14645.14 Pro-Panel II Min. 29 ga., 36" wide through fastened roof panel over min.
15/32” thick plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-71.5 Other: Uplift load of 41.6 psf at fastener spacing of 24" o.c.
and 71.5 psf at fastener spacing of 12" o.c.
FL14645_R3_II_EvaluationReportC2182_14.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645_R3_AE_EvaluationReportC2182_14.pdf Created by Independent Third Party: Yes
Back Next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts: