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Product Approval Menu > Application Detail

FL #

FL11903-R4

Application Type

Revision

Code Version

2020

Application Status

Approved

Comments

Archived

Product Manufacturer

MBCI

Address/Phone/Email

14031 West Hardy
Houston, TX 77060
(281) 445-8555 Ext 28612
jallen@ncilp.com

Authorized Signature

Jason Allen
jallen@ncilp.com

Technical Representative

Jason Allen

Address/Phone/Email

14031 West Hardy
Houston, TX 77060
(281) 445-8555 Ext 28612
jallen@ncilp.com

Quality Assurance Representative

Jack Bell

Address/Phone/Email

14031 West Hardy
Houston, TX 77060
(281) 445-8555
jbell@mbci.com

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

UL LLC

Quality Assurance Contract Expiration Date

12/21/2023

Validated By

Yoosef Lavi, P.E.

Validation Checklist - Hardcopy Received

Certificate of Independence

FL11903_R4_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

12/19/2020

Date Validated

12/20/2020

Date Pending FBC Approval

12/26/2020

Date Approved

02/09/2021

Summary of Products


FL #	Model, Number or Name	Description
11903.1	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/-146 Other: Uplift load of -74.8 psf at fastener spacing of 24" o.c. and -146 psf at fastener spacing of 12" o.c.		Installation Instructions FL11903_R4_II_EvaluationReportC2424_1.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11903_R4_AE_EvaluationReportC2424_1.pdf Created by Independent Third Party: Yes

11903.2	Craftsman HB	Min 24 ga., 16.5” wide metal roof panel with snap-on batten over plywood or metal deck
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-52.5 Other: Uplift load of -52.5 psf @ clip spacing of 24" o.c.		Installation Instructions FL11903_R4_II_EvaluationReportC2424_2.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11903_R4_AE_EvaluationReportC2424_2.pdf Created by Independent Third Party: Yes

11903.3	Craftsman SB	Min 24 ga., 12” wide metal roof panel with snap-on batten 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/-138.50 Other: Uplift load of -54.3 @ clip spacing of 24" o.c. and -138.50 psf @ clip spacing of 6" o.c.		Installation Instructions FL11903_R4_II_EvaluationReportC2424_3.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11903_R4_AE_EvaluationReportC2424_3.pdf Created by Independent Third Party: Yes

11903.4	Craftsman SB	Min 24 ga., 16.5” wide metal roof panel with snap-on batten 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/-71 Other: Uplift load of -52.5 psf @ clip spacing of 24" o.c. and -71 psf @ clip spacing of 6" o.c.		Installation Instructions FL11903_R4_II_EvaluationReportC2424_4.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11903_R4_AE_EvaluationReportC2424_4.pdf Created by Independent Third Party: Yes

11903.5	Lokseam	Min 24 ga., 16" wide panel over min. 22 ga. metal deck
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-153.5 Other: Uplift load of -52.5 psf at clip spacing of 48" o.c. and -153.5 psf at clip spacing of 6" o.c.		Installation Instructions FL11903_R4_II_EvaluationReportC2424_5.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11903_R4_AE_EvaluationReportC2424_5.pdf Created by Independent Third Party: Yes

11903.6	Lokseam	Min 24 ga., 16" wide panel over min. 19/32" 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/-101 Other: Uplift load of -52.5 psf at clip spacing of 48" o.c. and -101.0 psf at clip spacing of 6" o.c.		Installation Instructions FL11903_R4_II_EvaluationReportC2424_6.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11903_R4_AE_EvaluationReportC2424_6.pdf Created by Independent Third Party: Yes

11903.7	Slimline Panel	Min 26 ga., 12" or 16" wide Slimline 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/-108.5 Other: Uplift load of -52.5 psf at fastener spacing of 12" o.c. for 16" wide Panel. Uplift load of -56 psf at fastener spacing of 24" o.c. and -108.5 psf at fastener spacing of 6" o.c. for 12" wide Panel.		Installation Instructions FL11903_R4_II_EvaluationReportC2424_7.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11903_R4_AE_EvaluationReportC2424_7.pdf Created by Independent Third Party: Yes

11903.8	Stormproof Panel	Min. 29 ga., 36" wide Stormproof panel over shingles and min. 15/32" plywood
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-153.5 Other: Uplift load of -71.0 psf at fastener spacing of 24" o.c. for Pattern A and -153.5 psf at fastener spacing of 12" o.c. for Pattern B.		Installation Instructions FL11903_R4_II_EvaluationReportC2424_8.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11903_R4_AE_EvaluationReportC2424_8.pdf Created by Independent Third Party: Yes

11903.9	SuperLok Panel	Min 24 ga., 16" wide panel over min. 22 ga. metal deck
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-151.5 Other: Uplift load of -52.5 psf at clip spacing of 48" o.c. and -151.8 psf at clip spacing of 12" o.c.		Installation Instructions FL11903_R4_II_EvaluationReportC2424_9.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11903_R4_AE_EvaluationReportC2424_9.pdf Created by Independent Third Party: Yes

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