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Product Approval Menu > Application Detail

FL #

FL11819-R5

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

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

12/31/2023

Validated By

Yoosef Lavi, P.E.

Validation Checklist - Hardcopy Received

Certificate of Independence

FL11819_R5_COI_CertificateIndependence.pdf

Referenced Standard and Year (of Standard)

Standard	Year
ASTM E1592	2012
FM 4471	1992

Equivalence of Product Standards
Certified By

Sections from the Code

Product Approval Method

Method 1 Option D

Date Submitted

06/10/2021

Date Validated

06/11/2021

Date Pending FBC Approval

06/17/2021

Date Approved

08/10/2021

Summary of Products


FL #	Model, Number or Name	Description
11819.1	7.2 Panel	Min. 26 ga., 36" wide 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/-52.5 Other: Uplift load of -52.5 psf at support spacing of 63.25" o.c.		Installation Instructions FL11819_R5_II_EvaluationReportC2481_1.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11819_R5_AE_EvaluationReportC2481_1.pdf Created by Independent Third Party: Yes

11819.2	Battenlok HS	Min. 24 ga., max. 16" wide standing seam 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/-71.2 Other: Uplift load of -43.8 psf at clip spacing of 60" o.c. and -71.2 psf at clip spacing of 30" o.c.		Installation Instructions FL11819_R5_II_EvaluationReportC2481_2.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11819_R5_AE_EvaluationReportC2481_2.pdf Created by Independent Third Party: Yes

11819.3	DoubleLok	Min. 24 ga., 12", 18" or 24" wide standing seam 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/-220 Other: Max. uplift load of -220 psf at clip spacing of 12" o.c. for 12” wide panel with wind clamps		Installation Instructions FL11819_R5_II_EvaluationReportC2481_3.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11819_R5_AE_EvaluationReportC2481_3.pdf Created by Independent Third Party: Yes

11819.4	LokSeam	Min. 24 ga., max. 16" wide snap lock standing seam 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/-40.0 Other: Uplift load of -30 psf at clip spacing of 48" o.c. and -40 psf at clip spacing of 12" o.c.		Installation Instructions FL11819_R5_II_EvaluationReportC2481_4.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11819_R5_AE_EvaluationReportC2481_4.pdf Created by Independent Third Party: Yes

11819.5	PBR Panel	Min. 29 ga., 36" wide 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/-142.5 Other: Max. uplift load of -142.5 psf at span of 48" o.c. for 22 ga. panel		Installation Instructions FL11819_R5_II_EvaluationReportC2481_5.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11819_R5_AE_EvaluationReportC2481_5.pdf Created by Independent Third Party: Yes

11819.6	PBU Panel	Min. 26 ga., 36" wide 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/-52.5 Other: Uplift load of -52.5 psf at support spacing of 60.375" o.c.		Installation Instructions FL11819_R5_II_EvaluationReportC2481_6.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11819_R5_AE_EvaluationReportC2481_6.pdf Created by Independent Third Party: Yes

11819.7	Retro-R Panel	Min 26 ga., 36" wide through fastened roof panel. Retro-R® is a non-structural panel that can be installed over an existing PBR or R panel (min 29 ga.)
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-130 Other: Uplift load of -49.5 psf at span of 60" o.c. and -130.5 psf at span of 24" o.c.		Installation Instructions FL11819_R5_II_EvaluationReportC2481_7.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11819_R5_AE_EvaluationReportC2481_7.pdf Created by Independent Third Party: Yes

11819.8	SuperLok	24 or 22 ga., max. 16" wide standing seam 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/-130.0 Other: Uplift load of -45.6 psf at clip spacing of 60" o.c. and -130 psf at clip spacing of 12" o.c. for 24 ga. panel		Installation Instructions FL11819_R5_II_EvaluationReportC2481_8.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11819_R5_AE_EvaluationReportC2481_8.pdf Created by Independent Third Party: Yes

11819.9	UltraDek	Min. 24 ga., max 24" wide snap lock standing seam 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/-50.0 Other: Uplift load of -21.3 psf at clip spacing of 60" o.c. and -50 psf at clip spacing of 12" o.c.		Installation Instructions FL11819_R5_II_EvaluationReportC2481_9.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11819_R5_AE_EvaluationReportC2481_9.pdf Created by Independent Third Party: Yes

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