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Product Approval Menu > Application Detail

FL #

FL11560-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

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

FL11560_R3_COI_CertificateIndependence.pdf

Referenced Standard and Year (of Standard)

Standard	Year
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

Date Revised

10/02/2020

Summary of Products


FL #	Model, Number or Name	Description
11560.1	Aluminum 5V-Crimp	24" wide, nom 0.032" thick aluminum 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/-161.5 Other: Uplift load of 30 psf at fastener spacing of 36" o.c. and 161.5 psf at fastener spacing of 6" o.c.		Installation Instructions FL11560_R3_II_EvaluationReportC2181_1.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11560_R3_AE_EvaluationReportC2181_1.pdf Created by Independent Third Party: Yes

11560.2	Aluminum Image II	16" wide, nom 0.032" thick aluminum concealed fastener 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/-107.4 Other: Uplift load of 22.5 psf at fastener spacing of 24" o.c. and 107.4 psf at fastener spacing of 6" o.c.		Installation Instructions FL11560_R3_II_EvaluationReportC2181_2.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11560_R3_AE_EvaluationReportC2181_2.pdf Created by Independent Third Party: Yes

11560.3	Aluminum Image II	16" wide, nom 0.032" thick fastener 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/-195.0 Other: Uplift load of 22.5 psf at fastener spacing of 24" o.c., 104.7 psf at fastener spacing of 6" o.c. and 195.0 psf at fastener spacing of 6" o.c. with support strap.		Installation Instructions FL11560_R3_II_EvaluationReportC2181_3.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11560_R3_AE_EvaluationReportC2181_3.pdf Created by Independent Third Party: Yes

11560.4	Image II	Min. 26 ga., max. 16" wide standing seam 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/-84.25 Other: Uplift load of 84.25 psf at fastener spacing of 24" o.c.		Installation Instructions FL11560_R3_II_EvaluationReportC2181_4.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11560_R3_AE_EvaluationReportC2181_4.pdf Created by Independent Third Party: Yes

11560.5	Image II	Min. 26 ga., max. 16" wide 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/-139.1 Other: Uplift load of 84.3 psf @ fastener spacing of 24", 102.7 psf @ fastener spacing of 6" and 139.1 psf @ fastener spacing of 6" with 3/8" bead adhesive in sidelap		Installation Instructions FL11560_R3_II_EvaluationReportC2181_5.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11560_R3_AE_EvaluationReportC2181_5.pdf Created by Independent Third Party: Yes

11560.6	Magna-Loc	Min. 24 ga., 16" wide standing seam roof panel over 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/-166.0 Other: Uplift load of 95.2 psf @ MC clip spacing of 30" o.c., 101.0 psf @ MC clip spacing of 15" o.c., 123.5 psf @ MC clip spacing of 8" o.c. and 166 psf @ MPW clip spacing of 12" o.c.		Installation Instructions FL11560_R3_II_EvaluationReportC2181_6.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11560_R3_AE_EvaluationReportC2181_6.pdf Created by Independent Third Party: Yes

11560.7	Magna-Loc	Min. 24 ga., 16" wide standing seam roof panel over steel deck
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-168.5 Other: Uplift load of 59.7 psf @ MC clip spacing of 36" o.c. and 168.5 psf @ MPW clip spacing of 12" o.c.		Installation Instructions FL11560_R3_II_EvaluationReportC2181_7.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11560_R3_AE_EvaluationReportC2181_7.pdf Created by Independent Third Party: Yes

11560.8	Stile	Min. 26 ga., 39.4" 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/-102.7 Other: Uplift load of 85.8 psf at fastener spacing of 24" o.c. and 102.7 psf at fastener spacing of 12" o.c.		Installation Instructions FL11560_R3_II_EvaluationReportC2181_8.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11560_R3_AE_EvaluationReportC2181_8.pdf Created by Independent Third Party: Yes

11560.9	Stile	Min. 26 ga., 39.4" 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/-149.6 Other: Uplift load of 50.4 psf at fastener spacing of 36" o.c., 106.8 psf at fastener spacing of 24" o.c. and 149.6 psf at fastener spacing of 12" o.c.		Installation Instructions FL11560_R3_II_EvaluationReportC2181_9.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11560_R3_AE_EvaluationReportC2181_9.pdf Created by Independent Third Party: Yes

11560.10	Vertical Seam	Min 24 ga., max. 16" wide standing seam 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/-114.3 Other: Uplift load of 30.0 psf at clip spacing of 48" o.c., 73.0 psf at clip spacing of 24" o.c. and 114.3 psf at clip spacing of 8" o.c.		Installation Instructions FL11560_R3_II_EvaluationReportC2181_10.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11560_R3_AE_EvaluationReportC2181_10.pdf Created by Independent Third Party: Yes

11560.11	Vertical Seam	Min 24 ga., max. 18" wide standing seam 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/-105 Other: Uplift load of 30.0 psf at clip spacing of 48" o.c., 82.5 psf at clip spacing of 12" o.c. and 105.0 psf at clip spacing of 12" o.c. with sidelap adhesive.		Installation Instructions FL11560_R3_II_EvaluationReportC2181_11.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11560_R3_AE_EvaluationReportC2181_11.pdf Created by Independent Third Party: Yes

11560.12	Vertical Seam	Min. 26 ga., 16" wide standing seam 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/-81.3 Other: Uplift load of 30.0 psf at clip spacing of 48" o.c. and 81.3 psf at clip spacing of 6" o.c.		Installation Instructions FL11560_R3_II_EvaluationReportC2181_12.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11560_R3_AE_EvaluationReportC2181_12.pdf Created by Independent Third Party: Yes

11560.13	Vertical Seam	Min 24 ga., max. 16" wide standing seam 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/-114.25 Other: Uplift load of 22.5 psf at clip spacing of 48" o.c. and 93.5 psf at clip spacing of 12" o.c.		Installation Instructions FL11560_R3_II_EvaluationReportC2181_13.pdf Verified By: Bala Sockalingam P.E. 62240 Created by Independent Third Party: Yes Evaluation Reports FL11560_R3_AE_EvaluationReportC2181_13.pdf Created by Independent Third Party: Yes

11560.14	Vertical Seam	Min 24 ga., max. 18" wide standing seam 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/-114.25 Other: Uplift load of 22.5 psf at clip spacing of 48" o.c. and 86.0 psf at clip spacing of 12" o.c.		Installation Instructions FL11560_R3_II_EvaluationReportC2181_14.pdf Verified By: Bala Sockalingam P.E. 62240 Created by Independent Third Party: Yes Evaluation Reports FL11560_R3_AE_EvaluationReportC2181_14.pdf Created by Independent Third Party: Yes

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