HomeMy WebLinkAboutPRODUCT APPROVAL METAL ROOFINGFlorida Building Code Online
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oeP,RHWE P .m Dana nepf{ biglsiohs; cONTACI 08PR
FL14645-R3
Revision THESE PLANS AND ALL PROPOSED WORK
2017 ARE SUBJECT TO ANY CORRECTIONS
Approved REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
O
Metal Sales Manufacturing Corporation
545 South 3rd Street, Suite 200
Louisville, KY 40202
(502) 855-4300
dstermer@metalsales.us.com
David Stermer 9 L(
dstermer@metaisaies.0 em , Otcj iJ /
ST. LUCIE COUNTY BUILDING DIVISION
REVIEWED FOR COMPLIANCE
REVIEWE Y t
DATEr
PLANS AND PERMIT MUST BE KEP Jog
-
SITE OR NO INSPECTIONS) WILL E MADE
Roofing
Metal Roofing
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report - Hardcopy Received
o developed Bala Sockalingam
PE-62240
Keystone Certifications, Inc.
Date 12/27/2026
Yoosef Lavi, P.E.
SZ Validation Checklist - Hardcopy Received
FL14645 R3 COI CertificateIndeoendence.pdf
Referenced Standard and Year (of Standard)
Standard
Year
FM 4470
2012
i
TAS 125
2003
UL 1897
2012
I
UL 580
2006
I
Equivalence of Product Standards
Certified By
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
Sections from the Code
CONTRACTOR OR RECORD
i
HLE
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Page 2 of 4
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
IMethod i Option D
09/09/2017
09/14/2017
09/15/2017
12/12/2017
FL #
Model, Number or Name
Description
14645.1
2.5" Corrugated I
Min. 26 ga., 21.33" wide coverage through fastened roof
panel over min. 19/32" thick plywood deck.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL14645 R3 II EvaluationReoortC2182 I.Ddf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-86.0
Evaluation Reports
Other: Uplift load of 82.3 psf at fastener spacing of 36" o.c.
FL14645 R3 AE Evaluation ReDortC2182 1.odf
and 86.0 psf at fastener spacing of 12" o.c. I
Created by Independent Third Party: Yes
14645.2
5V-Crimp I
Min. 26 ga., 24 wide through fastened roof panel over min.
19/32" thick plywood deck with fasteners through panel Flat.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
F1-14645 R3 II Eva luationReoortC2182 2 Ddf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-149.6
Evaluation Reports
Other: Uplift load of 84.5 psf at fastener spacing of 24"
FL14645 R3 AE Eva luationReoortC2182 2.0f
o.c., 131.3 psf at fastener spacing of 18" o.c. and 149.6 psf
Created by Independent Third Party: Yes
at fastener spacing of 12" o.c.
14645.3
5V-Crimp I
Min. 26 ga., 24" wide through fastened roof panel over min.
19/32" thick plywood deck with fasteners through panel rib.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL14645 R3 II Eva luationReoortC2182 3.odf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-196.75
Evaluation Reports
Other: Uplift load of 41.6 psf at fastener spacing of 36"
FL14645 R3 AE Eva luationReoortC2182 3.pdf
o.c., 74.8 psf at fastener spacing of 16" o, . and 196.75 psf
Created by Independent Third Party: Yes
at fastener spacing of 8" o.c.
14645.4
SV-Crimp
Min. 26 ga., 24" wide through fastened roof panel over min.
I
15/32" thick plywood deck or 7/16" thick OSS with fasteners
through panel rib.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL14645 R3 II EvaluationReoortC2182 4.odf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-172.5
Evaluation Reports
Other: Uplift load of 30.0 psf at fastener spacing of 36" o.c.
FL14645 R3 AE EvaluationReoortC2182 4.odf
and 172.5 psf at fastener spacing of 6" o.c.
Created by Independent Third Party: Yes
14645.5
Aluminum Classic Rib
Nom. 0.032" thick, 36" wide, aluminum through fastened
roof panel over min. 15/32" thick plywood deck or 7/16"
thick OSB.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL14645 R3 II EvaluationReoortC2182 5.Ddf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A i
Created by Independent Third Party: Yes
Design Pressure: +N/A/-120
Evaluation Reports
Other: Uplift load of 30 psf at fastener spacing of 36" o.c.
FL14645 R3 AE Eva luationReportC2182 5.Ddf
and 120 psf at fastener spacing of 6" o.c.
Created by Independent Third Party: Yes
14645.6 Aluminum Veitical Seam Nom..0.032" thick, 16" wide, aluminum standing seam roof
panel over min. 15/32" thick plywood deck or 7/16" thick
OSB.
Limits of Use Installation Instructions
Approved for use in HVHZ: No I FL14645 R3 II Eva IuationReoortC2182 6.odf
Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-97.05 I Evaluation Reports
Other: Uplift load of 41.6 psf at clipjspacing of 36" o.c., FL14645 R3 AE EvaluationReoortC2182 6.Ddf
71.0 psf at clip spacing of 12" o.c. and 97.1 psf at clip Created by Independent Third Party: Yes
spacing of 12" o.c. with sidelap adhesive.
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Florida Building Code Online Page 3 of 4
14645.7 Aluminum Vertical Seaml I panel 0.032"over thick
n. 9,/16 " wide, aluminum h ck plywood deck standing seam roof
Limits of Use
Installation Instructions
Approved for use in HVHZ: No i
FL14645 R3 II Eva IuationReoortC2182 7.Ddf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-162.0 j
Evaluation Reports
Other: Uplift load of 41.6 psf at clip spacing of 36" o.c.,
FL14645 R3 AE Evaluation ReportC2182 7.odf
100.2 psf at clip spacing of 12" o.c. and 162.0 psf at clip
Created by Independent Third Party: Yes
spacing of 12" o.c. with support strap.
14645.8
Classic Rib I
Min. 29 ga., 36" wide through fastened roof panel over min.
15/32" thick plywood deck.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL14645 R3 II Eva luationReoortC2182 8.1)df
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-91
Evaluation Reports
Other: Uplift load of 41.5 psf at fastener spacing of 48" o.c.
FL14645 R3 AE Eva ivationReoortC2182 8.Ddf
and 91 psf at fastener spacing of 6" o.c. l
Created by Independent Third Party: Yes
14645.9
Classic Rib I
Min. 26 ga., 36" wide through fastened roof panel over min.
19/32" thick plywood deck.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL14645 R3 II Evaluation ReoortC2182 9.Ddf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-133.9
Evaluation Reports
Other: Uplift load of 74.8 psf at fastener spacing of 36"
FL14645 R3 AE Eva luationRepo rtC2182 9.Ddf
o.c., 92.3 psf at fastener spacing of 24" o.c. and 133.9 psf
Created by Independent Third Party: Yes
at fastener spacing of 18" o.c. l
14645.10 I Classic Rib I I Min. 2 he ., W dwide eck through fastened roof panel over min.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14,45 R3 II EvaluationReoortC2182 10.pdf
Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-135.0 Evaluation Reports
Other: Uplift load of 45 psf at fastener spacing of 24" o.c. FL14645 R3 AE EvaluationReoortC2182 10.Ddf
and 135 psf at fastener spacing of 6" o.c. l Created by Independent Third Party: Yes
14645.11 Classic Rib I I M5/329 hick p mood through fastened roof panel over min.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II EvaluationReoortC2182 11.Ddf
Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240
impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-138.5 Evaluation Reports
Other: Uplift load of 68.4 psf at fastener�spacing of 24" o.c. FL14645 R3 AE Eva luationReoortC2182 11.Ddf
and 138.5 psf at fastener spacing of 12" o.c. Created by Independent Third Party: Yes
14645.12 I Image II I I min. 15/32" hick plywood deck or 7/16" thick OSB. Min. 26 ga., 16" wide concealed fastened roof panel over
Limits of Use I Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II EvaluationReoortC2182 12.Ddf
.Approved for use outside HVHZ: Yesi Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-86.55 Evaluation Reports
Other: Uplift load of 20.8 psf at fastener spacing of 24" FL14645 R3 AE Evaluation ReoortC2182 12.Ddf
o.c., 63.5 psf at fastener spacing of 6" o.c. and 86.55 psf at Created by Independent Third Party: Yes
fastener spacing of 6" o.c. with sidelap adhesive.
14645.13 PBR-Panel or R-Panel Min. 26 ga., 36" wide through fastened roof panel over min.
15/32" thick plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II EvaluationReoortC2182 13.ndf
Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-131.0 I Evaluation Reports
Other: Uplift load of 30.0 psf at fastener spacing of 48" o.c. FL14645 R3 AE Eva IuationRepo rtC2182 13.Ddf
and 131.0 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes
14645.14 I 2
Pro -Panel II i I Min. 9 hick plywood throdeckugh
fastened roof panel over min.
I
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I
Florida Building Code Online
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
...._�._........ ..Impact Resistant: N/A
Design Pressure: +N/A/-71.5
Other: Uplift load of 41.6 psf at fastener spacir
and 71.5 psf at fastener spacing of 12" ox.
Page 4 of 4
i
Installation Instructions
FL14645 R3 II Eva IuationReoortC2182 14.odf
Verified By: Bala Sockalingam PE 62240
-- •Created,by' Independent-Thlyd-Party: Yes -
Evaluation Reports
j of 24" ox. FL14645 R3 AE EvaluationReoortC2182 Modf
Created by Independent Third Party: Yes
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
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 mail. 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 emalis 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:
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5/11/2018
EVALUATION REPORT OF ..... ...
METAL SALES MANUIfACTURING CORPORATION
`26 GA. 5V,1-CRIMP PANEL'
FLORIDA BUILDING CODE 6TH EDITION (2017)
FLORIDA PRODUCT APPROVAL
FL114645.3-R3
ROOFING
METAL ROOFING
Piepared For:
Metal Sales Manufacturing Corporation
545 Sbutli 3rd Street, Suite 200
Loui I sville, KY 40202
p
Tele hone: (502) 855-4300
I x.
Fa (502) 855-4200
Prepared By:
Bala Sockalingam, Ph.D., P.E.
Florida Professional Engineer #62240
1216 N jLansing Ave., Suite C
Tulsa, OK 74106
Telephone: (918) 492-5992
FAX: (866) 366-1543
This report consists of
Evaluation R elport (3 Pages including cover)
%
Installation Details (I Page) % K A t
Drt No. C2182-3
Date: 9.9.17
jt.... F , W. -* Nq--
No 62240
411
0'.
STATE OF
OR
ak4
I=k Ck.-2-0 \T
FL 14645.3-R3
C2182-3
Manufacturer:
Product Name:
Panel Description:
Materials:
Deck Description:
Deck Attachment:
(Minimum)
New Underlayment:
Existing Underlayment:
(Optional)
Slope:
Design Uplift Pressure:
(Factor of Safety = 2)
Fastener Pattern:
Type:
At panel ends
At intermediate
Test Standards:
Code Compliance:
Product Limitations:
9.9.17
Page 2 of 3
Metal Sales Manufacturing Corporation
5V-Crimp
24" wide coveragel with (5) 1/2" high ribs
Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalume coatedl steel (ASTM A792) or painted steel (ASTM A755).
Min. 19/32" ply v ood or min. W thick wood plank (min SG of 0.42)
for new and existing constructions. Designed by others and installed
as per FBC 2017 i
8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c.
in the field and @ 4" o.c. at edges. Designed as per FBC 2017.
I
Minimum underlayment as per FBC 2017 Section 1507.4.5.1.
Required for new construction and optional for reroofing construction.
One layer of asphalt shingles over one layer of #3.0 felt. For reroofing
construction on y.
1/2:12 or gre ter in accordance with FBC 2017 Section 1507.4.2.
Requires applied lap sealant for roof slopes less than 3:12.
41.6 psf @ fastener spacing of 36" o.c.
74.8 psf @ fastener spacing of 16" o.c. _
196.75 psf @ fastener spacing of 8" o.c.
#9-16 .or #10'-14 hex head wood screws with sealed washer. Fastener
shall be of sufficient length to penetrate through the deck a minimum
of 3/8". I
@ 6" o.c. across panel width
@ 12" o.c. across panel width
i
Roof assembly tested in accordance with TAS 125-03 `Standard
Requirements for Metal Roofing Systems'.
i
The product described herein has demonstrated compliance with FBC
2017 Section 1507.4.
i
Design wind loads shall be determined for each project in accordance
with FBC 12017 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum support spacing listed herein shall not be
exceeded. i This evaluation report is not applicable in High Velocity
w ti
FL 14645.3-R3
- C2182-3
9.9.17
Page 3 of 3
........ ..
Hurricane Zone.! Fire classification is not within scope of this
Evaluation Report. Refer to FBC 2017 Section 1505 and current
approved roofing materials directory or ASTM E1081UL790 report
from an accredited laboratory for fire ratings of this product.
Supporting Documents: TAS 125 Test Reports
Farabaugh Engineering and Testing Inc
Project No. T181-05, Reporting Date 7/21/05 (Tests #1 & 2)
Project No. T240-09, Reporting Date 9/22/09
Architectural Testing, Inc. — West Palm Beach, FL
(Formerly Hurricane Test Laboratory, LLC)
Project No. 0103-0712-09, Reporting Date 9/l/09
EXISTING SHINGLES
(OPTIONAL)
crr nrreu n
—crr nrreu t NEW UNDERLAYMENT_
TRUSS AT MAX. 24" O.C.
TYPICAL PANEL INSTALLATION X-SECTION
#9-16 OR #10-14 WOODSCREWS
NEW UNDERLAYMENT WITH SELF SEALING WASHER AT
(REQUIRED ONLY FOR MAXIMUM SPACING OF 36" O.C.
NEW CONSTRUCTION)
EXISTING SHINGLES IN CRIMP
M
(OPTIONAL) MIN 26 GA.
EXISTING UNDERLAYMENT J Y
(OPTIONAL) PLYWOOD
DETAIL 1 19/32" THICK (MIN.)
#9-16 OR #10-14 WOODSCREWS
NEW UNDERLAYMENT WITH SELF SEALING WASHER AT
(REQUIRED ONLY FOR MAXIMUM SPACING OF 36" O.C.
NEW CONSTRUCTION)
EXISTING SHINGLES 5V-CRIMP
(OPTIONAL) /_ MIN 26 -GA.
EXISTING UNDERLAYMENT
(OPTIONAL)
DETAIL 2
PLYWOOD
19/32" THICK (MIN.)
5V-CRIMP
ALLOWABLE UPLIFT PRESSURE
FASTENER
SPACING
(IN)
PRESSURE
(PSF)
36
41"
16
74.8
8
196.75
GENERAL NOTES:
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE (FBC).
2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.0169"). EFFECTIVE COVERING
WIDTH OF PANEL = 24".
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
SPECIFIED ON THIS DRAWING.
4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS
ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING.
5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL.
6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.,
.r
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