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FL # FL30343
Application Type New
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Premier Metal
Address/Phone/Email 17613 South Hwy. 475
Summerfield, FL 34441
(352)356-1609
flvalidation@yahoo.com
Authorized Signature Ray Bowen
flvalidation@yahoo.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 LOCKE BOWDEN, P.E.
Evaluation Report
Florida License PE -49704
Quality Assurance Entity PRI Construction Materials Technologies, LLC.
Quality Assurance Contract Expiration Date 08/03/2022
Validated By Diane Marotta, P.E.
w` Validation Checklist - Hardcopy Received
-ertificate of Independence
teferenced Standard and Year (of Standard)
_quivalence of Product Standards
-entified By
iections from the Code
FL30343 RO COI CERT OF INDEPEND LOCKE.pdf
Standard Year
UL 580 2006
Date Submitted
08/16/2019
Date Validated
08/16/2019
Date Pending FBC Approval
08/21/2019
Date Approved
10/15/2019
summary of Products
30343.5
PS -175
.................
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:-108.SPSF@18"Oo,c. clip spacing. Install per
manufacturer's detail and in accordance with FBC. Not for use
in HVHZ,
30343.6 PS -175
Limits of Use ----- - -�w-��
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure; +N/A/ --93.5
Other:-93.5psf@12"o.c. clip spacing-63.5psf@16"o.c. clip
spacing Install per manufacturer's detail and in accordance with
FBC. Not for use in HVHZ,
032 ALUMINUM SNAP LOCK over plywood
Installation Instructions
FL30343 RO II PS -175-,032 ALUMIN ,SNAP LOCK-ssn pdf
Verified By: Intertek Testing Services NA Inc
Created by Independent Third Party: Yes
Evaluation Reports
FL30343 RO AE PS -175-.032 ALUMIN SNAP LOCK-ssn.pdf
Created by Independent Third Party: Yes
26GA Steel Snap Lock over plywood
Installation Instructions
FL30343 RO II PS -175 26GA SNAP LOCK Steel -ssn pdf
Verified By: Intertek Testing Services NA Inc
Created by Independent Third Party: Yes
Evaluation Reports
FL30343 RO AE PS -175 26GA SNAP LOCK Steel-ssn.pdf
Created by Independent Third Party: Yes
PL
Madel, hiumber or Name
Description w
30343.1 5 V CRIMP
26GA Steel over Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/--86psf
Other:-63.5PSF@16"o.c. -86psf@12"o.c. Install per
manufacturer's details and in accordance with FBC. Not for use
in HVHZ,
Installation Instructions
FL30343 RQ II - V CRIMP-ssn.pdf
Verified By: Intertek Testing Services NA Inc
Created by Independent Third Party: Yes
Evaluation Reports
i FL30343 RO AE 5 V CRIMP-ssn pdf
I Created by Independent Third Party: Yes
_ -
30343.2 — PL -i00 Nailstrip
26GA Nailstrip Steel over Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-86psf
Other: -86psf @ 5-1/4" o.c. w/adhesive-57.62psf@5-/4" o.c.
w/out adhesive Install per manufacturer's detail and in
accordance with FBC. Not for use in HVHZ.
Installation Instructions
FL30343 RO II PL -100 26GA Steel Nailstrip-ssn.pdf
Verified By: Intertek Testing Services NA Inc
Created by Independent Third Party: Yes
Evaluation Reports
FL30343 RO AE PL -100 2-6GA Steel Nailstrip-ssn.pdf
Created by Independent Third Party: Yes
.029 ALUMINUM NAILSTRIP over plywood
30343.3 i PL -100 Nailstrip
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: -153.5 @5-1/4 O.C.w/adhesive-57.62PSF@5-1/40.0.
w/out adhesive. Install per manufacturer's detail and in
accordance with FBC. Not for use in HVHZ,
Installation Instructions
FL30343 RO II PL -100 NAIL STRIP ALUM-ssn pdf
Verified By: Intertek Testing Services NA Inc
Created by Independent Third Party: Yes
Evaluation Reports
FL30343 RO AE PL -100 NAIL STRIP ALUM-ssn pdf
Created by Independent Third Party: Yes.
30343.4
PR -5 RIB
26 GA RIB PANEL over plywood
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/ -108.5
Other:-108.5PSF @ 18" o.c. clip spacing. Install per
manufacturer's details and in compliance with FBC. Not for use
In HVHZ.
FL30343 RO II PREMIER METAL PL -75 RIB REPORT-ssn.pdf
Verified By: LOCKE BOWDEN, P.E. FL 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL30343 RO AE PREMIER METAL PL -75 RIB REPORT-ssn.pdf
Created by Independent Third Party: Yes
30343.5
PS -175
.................
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:-108.SPSF@18"Oo,c. clip spacing. Install per
manufacturer's detail and in accordance with FBC. Not for use
in HVHZ,
30343.6 PS -175
Limits of Use ----- - -�w-��
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure; +N/A/ --93.5
Other:-93.5psf@12"o.c. clip spacing-63.5psf@16"o.c. clip
spacing Install per manufacturer's detail and in accordance with
FBC. Not for use in HVHZ,
032 ALUMINUM SNAP LOCK over plywood
Installation Instructions
FL30343 RO II PS -175-,032 ALUMIN ,SNAP LOCK-ssn pdf
Verified By: Intertek Testing Services NA Inc
Created by Independent Third Party: Yes
Evaluation Reports
FL30343 RO AE PS -175-.032 ALUMIN SNAP LOCK-ssn.pdf
Created by Independent Third Party: Yes
26GA Steel Snap Lock over plywood
Installation Instructions
FL30343 RO II PS -175 26GA SNAP LOCK Steel -ssn pdf
Verified By: Intertek Testing Services NA Inc
Created by Independent Third Party: Yes
Evaluation Reports
FL30343 RO AE PS -175 26GA SNAP LOCK Steel-ssn.pdf
Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copy.Lght 2007.2013 State of Florida :: Privacy Statement :: Accessibliity 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(P)
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, FS,, please click here .
IlPPrro7duct Approval Accepts:
LTJ � ®hg••k .
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Safe
P E.,I E R
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METAL ROOF MANUFACTURERS
Florida Product Approval # FL 30343
Premier Metal PL -lap 26GA Steel Narlstrip Panel over Plywood
17613 South Hwy. 475
Sumirlrter'iied, FL. 34491 Florida Building Code201761ed.
Compliance: PerRule61+G20-3 Method: 1-D
3��-3��6�9 Category: Roofing -Subcategory: ry: gMetal Roofing NON-HVHZ
Engineer Evaluator
Locke Bowden, P.E.
9450 Alysbury Place
Montgomery, AL 36117
Engineer Validator
Diane Marotta, P.E.
555 Prospect Road
Oakland, FE 33309
r �, F.? L*So ORID
,,.,} • LocE,y3e 43o�wden
• «s
Compliance Statement: The product as described in this report has demonstrated compliance with the Fforida Building
Code 2017 611 ed., Sections 1504.3.2, 1507.4.3, 1507.1.1
Product Description: PL -100 26 GA Steel Nall Strip Panel, 16" Width, Roof panels. 1.0 rib height 49ksi Panel
fastened. Over 15/32" APA Plywood decking over supports @ 24" O.C. Non-structural Application
Material: 26ga steel conforming to Florida Building Code 2017 Section 1507.4.3
Panel Dimensions: Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section
Fastener: 2017 1507.4.3 Panel Widths: 16" width panels, THRU FASTENED #10-12 X 1-1/2" Panclip fastener Wood
Section 1506.7, screw Corrosion Resistant per Florida Building Code 3/4" minimum penetration through bottom of
plywood . Plywood supports at maximum 24'0,C,
Design of plywood supports are outside the scope of this evaluation. Must be designed in accordance w/ Florida Building Code
2017. Minimum Slope: Range Slope per Florida Building Code 2017 6T" ed„ in accordance with Manufacturer's commendations,
Installation: Install per manufacturer's recommended details.
Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2017, CHAPTER 1507, CHART 1507. 1.1
Fire Classification: Classification not part of this report.
Shear Diaphragm; Values are outside the scope of this report.
Design Procedure: Based on the dimensions of the structure, applicable wind loads are determined using Chapter 16 of the
Florida Building Code 2017 for roof cladding wind loads. These component wind loads for roof cladding are
Compared to the allowable pressure listed above. The design professional shall select the applicable
erection details to reference in drawings for correct fastener attachment to his structure and analyze the
panel fasteners for pullout and pullover. Support framing must be compliant with Florida Building Code
2017 Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading,
PRE,k,,IER
METAL ROOF MANUFACTURERS
PL -100 26GA STEEL PANEL
Design Uplift Pressures: Uplift Design Pressure: with Safety Factor of 2
-86psf @5 1/4 o.c. in nail slots use a continuous bead of Tite Bond sealant used @ the
base of the leg of the nailstrip side of the sealant
-57.62psf_.5-1/4" o.c, in nail slots -No sealant
Test References_ UL 580-06 - Report #14625.05-450-44-RO
UL 580 -06 -Test far Uplift Resistance of Roof Assemblies
LIMITATIONS
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6th ed.. see Chart 1507.1.1
2. Minimum slope to be compliant with Florida Building Code 2017 6" ed,, and per with Manufacturer's installation reference.
3. Products are compliant with State of Florida product approval per Rule 61G20-3, Compliance Method: 1-D
4. Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by registered engineers,
5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report.
6. Support framing in compliance w/FBC 2017 6'I' ed., Chapter 22 Steel, Chapter 23 Wood and Chapter 16 Structural Loading.
7. This report does not imply warranty, installation, recommended product use outside of this report.
PROFILE
FASTENER PATTER)W ALONG VER" CAL SEAM:
METIHOD'1- FAS -TT NED QP 5-1,r'4" O.C.
METHOD 2:. FASTENED eP'�i-1%'-d" SOX. W/ A CONTINUO&M V1fi" 9EAD OFTITE BOND
SEALANT USED AT THE BASE OF THE LEG OF THE NAIL. STRIP SIDE OF THE SEAM
3G"
1I
III
INSTALL DETAILS PER MANUFACTURER'S DETAILS AND IN ACCORDANCE WITH FBC 2017.
Integrity Metal authorizes sharing this report
Certificate of Independence: Locke Bowden, P.E. does not have nor will acquire financial interest in any company
manufacturing or distributing products under this evaluation. Locke Bowden, P.E. is not owned or operated or
controlled by any company manufacturing or distributing product under this report.
16"
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FASTENER PATTER)W ALONG VER" CAL SEAM:
METIHOD'1- FAS -TT NED QP 5-1,r'4" O.C.
METHOD 2:. FASTENED eP'�i-1%'-d" SOX. W/ A CONTINUO&M V1fi" 9EAD OFTITE BOND
SEALANT USED AT THE BASE OF THE LEG OF THE NAIL. STRIP SIDE OF THE SEAM
3G"
1I
III
INSTALL DETAILS PER MANUFACTURER'S DETAILS AND IN ACCORDANCE WITH FBC 2017.
Integrity Metal authorizes sharing this report
Certificate of Independence: Locke Bowden, P.E. does not have nor will acquire financial interest in any company
manufacturing or distributing products under this evaluation. Locke Bowden, P.E. is not owned or operated or
controlled by any company manufacturing or distributing product under this report.
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