HomeMy WebLinkAboutProduct Approval Metal RoofingFlorida Building Code Online
anra.�� r•
Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links `Search
Florida
do - r
{6y Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL21423-Rft
Application Type New
Code Version 2034
ApplicaTNR a%ANS AND ALL PROPOSED WORK' Approved ,
ARE SIJIrJr:f;T TO A\ -J CVR,=''EOTION INER
Comm MWAE11 MY HEL01MK0TOM TMT
ArchlvVAY BE NECEZUARY IN 0140, RN TO :;41
QQMPV( Vdl'i� ial.� A,11PILIG. 449 C,QQ�SA
Product Manufacturer Sunlast Metal
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
'Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
2120 SW Poma Drive
Palm City, FL 34990
(772) 223-4055
fivalidation@yahoo.com
Kapron
RECEI'VED
OCT 2 4 20V
PERMITTING
St. Lucie County, FL
I / —t� I-7I V - 651,
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR OOMPH , OS
REVIEWED BY
DATE 6 — Z —
PLANS AND PERMIT
Roofing MUST BE KEPT ON JOB OR
Metal Roofing NO INSPECTION WILL BE MADE
C(0 Pn1fi�PF WWFRS OR A'l IACHMENTS
Evaluation Report from a Florida Registered Architect or a Licensed Florida
ARE THE RESPONPSIIBIL[T�YORF THE
Professional Engineer
is Evaluation Report - Hardcopy Received
Enginee
Florida orOArch�tecENam�e who developed
JAMES BIAGI
the Evaluation Report
Florida License PE-37467
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 03/02/2026
Validated By Locke Bowden
Validation Checklist - Hardcopy Received
Certificate of Independence FL21423 RO COI James Biaai.P.E. Certificate of Independence.pdf
Referenced Standard and Year (of Standard) Standard
TAS 100
TAS 125
Equivalence of Product Standards
Certified By
F
Sections from the Code
Year
1995
2003
http://www.flofldabuilding.org/prlpr app_df.aspx?param=wGEVXQwtDgtgHSolOoKvoX8DVvX59uJTCi9ER%2bO7vg4jcM7CRHm[XQ%3dp/o3d 1/3
10/23/g017 Florida Building Code Online
Product Approval Metho Method 1 Option D
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Summary of Products
12/16/2016
12/16/2016
12/19/2016
02/07/2017
10/21/2017
FL # Model, Number or Name
21423.1 JAX BEACH SERIES CLIPLESS SNAP
LOCK
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-161PSF
Other:-161PSF@6"O.C.,-97.25PSF@3"O.C. INSTALL PER
MANUFACTURER'S DETAILS AND IN COMPLIANCE WITH FBC
2014.
Description
1.5 24GA 15-19" WIDTHS OVER 15/32" 4-PLY CDX PLYWOOD
Installation Instructions
FL21423 RO II JAX BEACH Series-CLIPLESS SNAPLOCK
24GA -REPORT ss-FINAL.Ddf
Verified By: JAMES BIAGI 37467
Created by Independent Third Party: Yes
Evaluation Reports
FL21423 RO AE JAX BEACH Series-CLIPLESS SNAPLOCK
24GA -REPORT ss-FINAL.Ddf
Created by Independent Third Party: Yes
21423.2
JAX BEACH SERIES CLIPLESS SNAP
LOCK ALUM
1.5 ALUMINUM .032 SL 15-19" WIDTHS OVER 4-PLY CDX
PLYWOOD
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL21423 RO II JAX BEACH Series-CLIPLESS SNAPLOCK
Approved for use outside HVHZ: Yes
ALUM -REPORT ss-FINALadf.pdf
Impact Resistant: N/A
Verified By: JAMES BIAGI 37467
Design Pressure: +N/A/--108.5
Created by Independent Third Parry: Yes
Other:-108.5psf@3"O.C.,-76.75@6"O.C. INSTALL PER
Evaluation Reports
MANUFACTURER'S DETAILS AND IN COMPLIANCE WITH FBC
FL21423 RO AE JAX BEACH Series-CLIPLESS SNAPLOCK
ALUM -REPORT ss-FINALDdf.Ddf
2014.
Created by Independent Third Party: Yes
21423.3 1 MIAMI SERIES SNAP LOCK 1.75
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-156.75
Other:-114.25PSF @16"O.C.,-156.75PSF @8"O.C. INSTALL
PER MANUFACTURER'S DETAILS AND IN COMPLIANCE WITH
FBC 2014.
21423.4 MIAMI SERIES SNAP LOCK 1.75
ALUM
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-114.25
Other:-110.5PSF@12"O.C.-114.25PSF@6"O.C. INSTALL PER
MANUFACTURER'S DETAILS AND IN COMPLIANCE WITH FBC
2014.
24GA 14-18 WIDTHS OVER 15/32" APA PLYWOOD
Installation Instructions
FL21423 RO II MIAMI SERIES 24GA SNAP LOCK 1.75 ss-
FINAL.odf
Verified By: JAMES BIAGI 37467
Created by Independent Third Party: Yes
Evaluation Reports
FL21423 RO AE MIAMI SERIES 24GA SNAP LOCK 1.75 ss-
FINAL.Ddf
Created by Independent Third Party: Yes
.032 ALUMINUM 14-18 WIDTHS OVER 15/32" APA PLYWOOD
Installation Instructions
FI-21423 RO II MIAMI SERIES SNAP LOCK 1.75 ALUM ss-
FINAL.Ddf
Verified By: JAMES BIAGI 37467
Created by Independent Third Party: Yes
Evaluation Reports
FL21423 RO, AE MIAMI SERIES SNAP LOCK 1.75 ALUM ss-
FINAL.Ddf
Created by Independent Third Party: Yes
21423.5 I ALCM BE1.ACH SERIES MECHANICAL 24GA 12 - 20" WUWj yER 2" �PT4�iL qP,Gr
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-112PSF
Other: Method 1-90 DEGREE SEAM-93.5psf 24"O.C. Method
2-90 DEGREE SEAM-101PSF 6" O.C. Method 3-180 DEGREE
SEAM-112psf 6"O.C. Fasteners per Clip: 2 INSTALL PER
MANUFACTURER'S INSTALL DETAILS IN COMPLIANCE WITH
FBC 2014
Installation Instructions
ss-Final-l.odf
Verified By: JAMES BIAGI 37467
Created by Independent Third Party: Yes
Evaluation Reports
FL21423 RO AE PALM BEACH SERIES 1.5 MECHANICAL
LOCK-ss-Final-1. p_df
Created by Independent Third Party: Yes
21423.6 I LPALM I OCK BEACH AL M RIES MECHANICAL I PLYWALUM OOD 16 OR 20" WIDTHS OVER 15/32" 4-PLY CDX
Limits of Use I Installation Instructions
http:/Aaww.floddabuilding.org/pr/pr app_ U.aspx?param=wGEVXQwtDgtgHSolOoKvoX8DVvX59uJTCi9ER%2bO7vg4jcM7CRHmIXQ%3d%3d 2/3
10/23/2017
Florida Building Code Online
Approved for use in ,Z: Yes
Approved for use oucslde HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/--131PSF
Other: METHOD 1- 90 DEGREE SEAM-63.5PSF 24"O.C.
METHOD 2- 90 DEGREE SEAM-86PSF 24"O.C. METHOD 3-
131PSF 180 DEGREE SEAM-6"O.C. 2 FASTENERS PER CLIP
INSTALL PER MANUFACTURER'S INSTALL DETAILS IN
COMPLIANCE WITH FBC 2014
FL21423 RO_ ALM BEACH MECHANICAL LOCK ALUM -
Verified By: JAMES BIAGI 37467
Created by Independent Third Party: Yes
Evaluation Reports
FL21423 RO AE PALM BEACH MECHANICAL LOCK ALUM-
ss.Final.rdf
Created by Independent Third Party: Yes
21423.7
SERIES - KEY WEST 5 V CRIMP
26GA 24"WIDTH 5/8" RIB OVER 15/32" APA PLYWOOD
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL21423 RO II SERIES Key West 5 V Crimp ss: FINAL.pdf
Verified By: JAMES BIAGI 37467
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-189.25
Evaluation Reports
Other:-189.25PSF@8"O.C.,-78.5PSF@16"O.C. THRU
FL21423 RO AE SERIES Key West 5 V Crimp ss: FINAL.adf
Created by Independent Third Party: Yes
FASTENED. INSTALL PER MANUFACTURER'S INSTALL DETAILS
IN COMPLIANCE WITH FBC 2014
2d423 8 SERI, E UA�RI..'1 NE NAAILow r1t0*24GANA I iSTiRIP/SNAP.iLOCKf116yeC6VERAGEM DTI hMmi
w I4 St 'v STRIP/SNAP+LOCK
e
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL21423 RO II 1.0 SERIES - STUART LINE Nail Strip -Snap
Approved for use outside HVHZ: Yes Lock-ss-Final.pdf
Impact Resistant: N/A Verified By: JAMES BIAGI 37467
Design Pressure: +N/A/-136.75 Created by Independent Third Party: Yes
Other:-136.75PSF @ 6"O.C.,-84.2SPSF @ 12" O.C. INSTALL Evaluation Reports
PER MANUFACTURER'S INSTALL DETAILS IN COMPLIANCE FL21423 RO AE 1.0 SERIES - STUART LINE Nall Strip Snap
WITH FBC 2014 Lock-ss-Final.ndf
Created by Independent Third Party: Yes
Back Next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-497-1824
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 mall. 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:
® =
Credit •
safe
SCCUY1tym LTR1CS'
http://www.floridabuilding.org/prlpr app_dU.aspx?param=wGEVXQwtDgtgHSolOoKvoX8DVvX59uJTCi9ER°/`2bO7vg4jcM7CRHmIXQp/g3d°/p3d 3/3
}
7,
un/ast Meta/
1/alue .Engineered Meta/ Roofing TM
rWd!U! Eval�u�aiion'iRepdA
[a
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2, 1507.4.3, 1518.9, 1523.6.5.2.4
Product Description: 246A Panel,16" Nail Strip/snap lock mechanical attached
16" Coverage Width Roof panels 1.0" Rib height
Panel thru fastened; into 15/32" APA Plywood decking. Non-structural Application.
FOR USE IN HVHZ.
Material: 24GA Steel, Galvalume conforming to Florida Building Code 2014 Section 1507.4.3
56ksi yield strength min. Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3
and Section 1517 for HVHZ
Fastener: #10 X 1" Pancake -Head wood fasteners or equivalent. 3/16" minimum penetration through support. Corrosion
Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 ,
Sealant: Bostick Chem Calk 915 (Silyl modified polymer (SMP) apply 1/16" bead atop rear leg of male joint, adjacent to fasteners
continuously along entire length of panel.
15/32" APA plywood, plywood supports at maximum 24' O.C. Design of plywood and plywood supports are outside the scope of
this evaluation. Must be designed in accordance w/ Florida Building Code 2014 and RAS 133.
TAk,LA , . Safety, factor�of 2c1'Include& fl
Design Pressures Field Perimeter/Corner
�Max_Desigo Pressure-84.25psf-136.75psf
LO
nSp; acing 12" o.c. 6" o.c.
`Fa�st`e er s z'° a #10 # 10s
Insulation: Optional Rigid Insulation board, 3" max thickness compliant with FBC 2014 section 1508.2 Quality
Assurance: In accordance with FBC 2014 and Rule # 61620-3: Keystone Certification, Inc. QUA 1824
Test References: Hurricane Test Laboratory (TST1527) 0412-0306-06 RATAS 125-2003
Architectural Testing Inc (TST 1527) # 0412-1203-07 and 0412-0621-07 TAS 125-2003
Architectural Testing Inc. (TST 1527) C6413.01-450-18 REV 1 TAS 125-2003
PRI Construction Material Tech nologies(TST5878) SFMS-002-02-01 R1 TAS 100-1995
PRI Construction Material Technologies(TST5878) AKZC-001-02-01/05 ASTM B 117-2002
PRI Construction Material Tech nologies(TST5878) AKZC-001-02-01/05 TAS 110-2000
AKZO Nobel Coatings, Inc. Lab Form ASTM G 153
Code Compliance: The product described herein demonstrated compliance with The Florida Building Code (FBC) 2014 Section
1504.3.2., 1523.6.5.2.4.1. The product evaluation is limited to compliance with the structural wind load requirements of the FBC
2014, as relates to Rule 61G20-3.
Minimum Slope Range 2/12 Minimum Slope per Florida Building Code 2014, and in accordance with Manufacturers
recommendations.
Installation: Install per manufacturer's recommended details in compliance with FBC 2014 a P133
Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2014 FFILE,� copy
Roof Panel Fire Classification: No classification.
Shear Diaphragm: values are outside the scope of this report.
Page 2 of 4
Design Procedure: Based on the dimensions of the structure, applicable wind loads are determined using Chapter 16 of the
Florida Building Code 2014 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 2014 Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading.
Required wind loads shall be determined per project per FBC 2014 and any rational analysis computation shall be prepared by a
licensed design professional.
Certificate of Independence: James Biagi, P.E. does not have nor will acquire financial interest in any company manufacturing or
distributing products under this evaluation. James Biagi, P.E. is not owned or operated or controlled by any company
manufacturing or distributing product under this report.
PRODUCT EVALUATION REPORT
Page 3 of 4
5unlastMetal
Value Engineered Metal Roofing TM
TABLE A #10 X I" Pancake -Head wood fasteners or equivalent. 3/16" minimum penetration through support
Roof Areas Field Perimeters and Corners
Maximum Design Pressures -84.25psf -136.75 psf
Screw Spacing 12" o.c. 6" o.c.
Bead of Bostlk
Chem -Caulk 915
adhesive
TYPICAL ASSEMBLY ISOMETRIC VIEW
r FasteneSpacing as per Table A
herein
Page 4 of 4