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ARETHE RESPONSIBILTTYOFTHE
bboMTRACTOR OR RECORD
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Certified By
Sections from the Code
FL16048-R6
Revision
2017 ST. LUCIE COUNTY BUILDING DjVj� �C Approved REVIEWED FOR.MMCI TAAIr`c
❑ PLANS ANd PERMIT MUST BE KE JOB
SITE OR NO INSPECTIONS) W E MADE
Tri-Built Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800) 516-1485
david.ruiz@tribuiltmg.com
David Ruiz
RARE SUBJJEECTTTO NCORREOCTEONSORK
david.ruiz@tribuiltmgREQUIRED BY FIELD INSPECTORSTHA
MAY BE NECESSARY IN ORDER TO
David Ruiz COMPLY WITH ALL APPLICABLE CODES.
250 Route 17 North
East Rutherford, NJ 07073
(201) 842-2449
david.miz@tribuiltmateriaisgroup.com
SCANNED
BY
Roofing St. Lucie County
Underlayments
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report - Hardcopy, Received
Robert Nieminen
PE-59166
UL LLC
07/18/2020
John W. Knezevich, PE
)a Validation Checklist - Hardcopy Received
FL16048 R6 COI 2017 01 COI Nieminen.odf
Standard -
Year
ASTM D1970
2015
ASTM G155
2005
FM 4474
2011
FRSA/TRI April 2012 (04-12)
2012
UL 1897
2012
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Florida Building Code Online
Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
I �
Method 1 Option D
09/25/2017
10/01/2017
10/03/2017
12/12/2017
FL #
Model, Number or Name
Description
16048.1
TRI-BUILT Roof Underlayments
Self -adhering, modified bitumen roof underlayments
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
EL16048 R6 11 2017 09 FINAL ER TRI-
Approved for use outside HVHZ: Yes
BUILT UNDERLAYMENTS FL36048-R6 odf
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-150
Created by Independent Third Party: Yes
Other: 1.) The design pressure noted herein pertains to use
Evaluation Reports
of foam -on tile systems overtop the self -adhering
FL16048 R6 AE 2017 09 FINAL ER TRI-
underlayment for one particular application. See ER Section
BUILT UNDERLAYMENTS F-16048-116 odf
5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of
Created by Independent Third Party: Yes
Use.
Back NeM
contact :: 2601 Blair Stone Read, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an ANEE0 employer. Cnovd[ht 2007-2013 State of Florida :: Pmacv Statement:: Accessibility Statement:: Refund Statement
Under Bonds law, email addresses are public records. If you do not want your e-mail address released in response W a public -records request, do not send electronic
it to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. I%muant 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,
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click Ogg.
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Product Aoomval Menu > Pmdua
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_'Er f �j 103
FL #
FL11651-R3
geg�
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
J
Gulf Coast Supply & Manufacturing, LLC.
4020 S. W. 449th Street
Horseshoe Beach, FL 32648
(352) 498-0778
lnfo@gulfcoastsupply.com
Eng David
info@gulfcoastsupply.com
David Eng
14429 SW 2nd PI
Ste G30
Newberry, FL32669
(352) 498-0778
lnfo@gulfcoastsupply.com
David Eng
14429 SW 2nd PI
Ste G30
Newberry, FL 32669
(352) 498-0778
david.eng@gulfcoastsupply.com
Roofing
Metal Roofing
SCANNED
BY
St. Lucie County
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report - Hardcopy Received
Daniel S. Kuhn
PE-75519
Keystone Certifications, Inc.
04/12/2024
Locke Bowden P.E.
2 Validation Checklist - Hardcopy Received
FL11651 R3 COI Cent of Independence 2017-10-09.odf
Referenced Standard and Year (of Standard) Standard
FM 4471
TAS 100
TAS 110
TAS 125
UL 1897
UL 580
Year
1992
1995
2000
2003
2012
2006
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Page 2 of 5
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Go to Page
Method 1 Option
10/10/2017
10/12/2017
10/17/2017
12/12/2017
0 0 Pagel/ 2 0 0
FL #
Model, Number or Name
Description
11651.1
0.032" Aluminum 5V Crimp
Min 0.032" 5 V Crimp Aluminum Roof Panel over 15/32"
Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11651 R3 if FL11651 1 R3 Metal Roof Panel Detail -
sioned.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-308.5PSF
Created by Independent Third Parry: Yes
Other: -108.5 psf @ 12" o.c. Install per manufacturers
Evaluation Reports
details. Not for use in HVHZ Zones.
FL11651 R3 AE FL11651 1 R3 0325vComp IS-
32EIywood NonHVHZ-slaned.odF
Created by Independent Third Party: Yes
11651.2
0.032" Aluminum Gulf Lok
Min 0.032" Aluminum Gulf Lok 16" Wide Roof Panel over
15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11651 R3 11 F 6 1 2 R3 Metal Roof Panel DeLail,
sianed.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-116.OPSF
Created by Independent Third Party: Yes
Other: -52.5 psf @ 5 3/I6" o.c. fastener spacing. -116.0 psf
Evaluation Reports
@ 5 3/16" o.c. fastener spacing. Install per manufacturers
FL11651 R3 AE FL11651 2 R3 032Gu1f-ok 16 IS -
32Plvwood Non HVHZ-sioned.odf
details. Not for use in HVHZ Zones.
Created by Independent Third Party: Yes
11651.3
1" 24ga. Gulf Snap
1" Gulf Snap 24 Ga. 17" wide Roof Panel over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL11651 R3 If FL11651 3 R3 Metal Roof Panel Detail -
slaned.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/--131.OPS
Created by Independent Third Party: Yes
Other: -67.3 psf @ 24" o.c. clip spacing. -131 psf @ 6" o.c.
Evaluation Reports
clip spacing. Install per manufacturers details. For use in
FL11651 R3 AE FL11651 3 R3 1 24GulF5nao 17 1$-
32Plvwood HVHZ-sioned.odf
HVHZ Zones.
Created by Independent Third Party: Yes
11651.4
1" 24ga. VersaLoc
1" VersaLoc 24ga 16.5" Wide Roof Panel over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FL11651 R3 II FL11651 4 R3 Metal Roof Panel Detail -
sianed.rdf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-138.5PSF
Created by Independent Third Party: Yes
Other: -71 psf @ 24" o.c. clip spacing. -138.5 psf @ 6" o.c.
Evaluation Reports
clip spacing. Install per manufacturers details. For use in
FL11651 R3 AE FL11651 4 R3 24VersaLoc SR 16.5 IS-
32Plvwood HVHZ-sianed.odf
HVHZ Zones.
Created by Independent Third Party: Yes
11651.5
1" VersaLoc .032" Aluminum
1" VersaLoc min .032" Aluminum over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FL11651 R3 II FL11651 5 R3 Metal Roof Panel Detail -
sianed.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-301.OPSF
Created by Independent Third Party: Yes
Other: -63.3 psf @ 24" o.c. clip spacing. -101.0 psf @ 6"
Evaluation Reports
o.c. clip spacing. Install per manufacturers details. For use in
FL11651 R3 AE FL11651 5 R3 lln 032VersaLoc
SR 16 15-32Plvwood HVHZ-sinned odf
HVHZ Zones.
Created by Independent Third Party: Yes
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Florida Building Code Online Page 3 of 5
11651.6
1.5" 24ga. Gulf Snap
1.5" Gulf Snap 24ga. 16" Wide Roof Panel over 15/32'
Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
FL11651 R3 II FL11651 6 R3 Metal Roof Panel Detail -
signed.odf
Impact Resistant: N/A
Design Pressure: +N/A/-116.0PSF
Other: -86.0 psf @ 24" o.c. clip spacing. -108.5 psf @ 12"
o.c. clip spacing. -116.0 psf @ 6" o.c. clip spacing. Install per
manufacturers detals. For use. in HVHZ. Zones.
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE F1.11651 6 R3 15 24GUIf5 ao 16 15-
32Plywood HVHZ-slgned odf
Created by Independent Third Party: Yes
11651.7
1.5" 24ga. VersaLoc
1.5" VersaLoc min 24ga. 16" wide Roof Panel over 15/32"
Plywood
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
FL11651 R3 II FL11651 7 R3 Metal Roof Panel Detail -
signed odf
Impact Resistant: N/A
Design Pressure: +N/A/-123.5PSF
Other: -59.75 psf @ 24" o.c. clip spacing. -123.5 psf @ 12"
o.c. clip spacing. Install per manufacturers details. For use in
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 7 R3 1.5 24VersaLoc 16 15-
HVHZ Zones.
32PIV ood HVHZ-signed odf
Created by Independent Third Party: Yes
11651.8
2" 24ga. MegaLoc
Min 24 Ga. 2" MegaLoc 18" wide Roof Panel over 15/32"
Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11651 R3 II FL11651 8 R3 Metal Roof Panel Detail -
signed.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-108.5PSF
Other: -71.0 psf @ 24" o.c. clip spacing. -108.5 psf @ 12"
Created by Independent Third Party: Yes
Evaluation Reports
o.c. clip spacing. Install per manufacturers details. Not for
FL11651 R3 AE FL11651 8 R3 24VersaLoc 18 15-
32Plvwood Non HVHZ-sinned odf
use in HVHZ Zones.
Created by Independent Third Parry: Yes
11651.9
24 Ga. Gulf Lok
Min 24 Ga. Gulf Lok 16" Wide over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL11651 R3 II FL11651 9 R3 Metal Roof Panel Detall-
Approved for use outside HVHZ: Yes
sioned.odf
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-96.7PSF
Other: -81.75 psf @ 10-1/4" o.c. fastener spacing. -96.76
Created by Independent Third Party: Yes
Evaluation Reports
psf @ 5-1/8" o.c. fastener spacing.-121.75 psf @ 5-1/8"
fastener spacing. -161 psf @ 5-1/8" fastener spacing. Install
F11651 R3 AE FL11651 9 R3 24Gulf-ok 16 IS -
32Plywood Non HVHZ-signed odf
per manufacturers details. Not for use in HVHZ Zones.
Created by Independent Third Party: Yes
11651.10
24 Ga. Gulf Seam
Min 24 Ga. Gulf Seam 16" Wide Roof Panel over 1x4 Wood
Purlins over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL11651 R3 11 FL11651 10 R3 Metal Roof Panel Detail -
sioned.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-93.SPSF
Created by Independent Third Party: Yes
Other: -93.5 psf @ 18" o.c. Install per manufacturers
Evaluation Reports
details. Not for use in HVHZ Zones.
FL11651 R3 AE FL11651 10 R3 24GulfSeam 16 Ix4 IS-
32Plvwood NonHVHZ-signed odf
Created by Independent Third Party: Yes
11651.11
24 Ga. Gulf Seam
Min 24 Ga. Gulf Seam, 1 3/4" Snap Lock, 18" Wide Roof
Panel over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11651 R3 11 FL11651 11 R3 Metal Roof Panel Detail -
sianed.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-108.SPSF
Created by Independent Third Party: Yes
Other: -69.25 psf @ 24" o.c. clip spacing. -108.5 psf @ 12'
Evaluation Reports
o.c. clip spacing. Install per manufacturers details. Not for
FL11651 R3 AE FL11651 11 R3 24GuIfSeam 18 15-
32Plvwood NonHVHZ-slgned.odf
use In HVHZ Zones.
Created by Independent Third Party: Yes
11651.12
26 Ga. 5V Crimp
Min 26 Ga. 5V Crimp Roof Panel over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FL11651 R3 I1 FL11651 12 R3 Metal Roof Panel Detall-
signed.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-156.5PSF
Created by Independent Third Party: Yes
Other: -108.5 psf @ 12" o.c. fastener spacing. -156.5 psf @
Evaluation Reports
6" o.c. fastener spacing. Install per manufacturers details. For
FL11651 R3 AE FL11651 12 R3 265vCrimo 15-
use in HVHZ Zones.
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rlortda Building Code Online
Page 4 of 5
32Plvwood HVHZ- io ed df
Created by Independent Third Party: Yes
11651.13
26 Ga. 5V Crimp
Min 26 Ga. 5V Crimp over 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/-131.PSF
Other: -94.25 psf @ 16" o.c. fastener pattern. -131.0 psf @
16" o.c. fastener pattern. Install per manufacturers details.
Not for use in HVHZ Zones.
Installation Instructions
FL11651 R3 II FL11651 13 R3 Metal Roof Panel Detail -
soned.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 13 R3 265 C im IS -
32Plvwood NonHVHZ-SIQn d pdf
Created by Independent Third Party: Yes
11651.14
26 Ga. 5V Crimp
Min 26 Ga. SV Crimp Roof Panel over 1x4 Wood Purlins over
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/-156.5PSF
Other: -108.5 psf @ 12' o.c. fastener spacing. -156.5 psf @
6" o.c. fastener spacing. Install per manufacturers details. For
use in HVHZ Zones.
Installation Instructions
FL11651 R3 It FL11651 14 R3 Metal Roof Panel Detail -
sinned odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FLI 1651 14 R3 265 C im 1 4 15-
32Plvwood NonHVH -sign d df
Created by Independent Third Party: Yes
11651.15
26 Ga. Gulf Lok
Min 26 Ga. Gulf Lok 16" Wide Roof Panel over 15132" Plywood
Limits of Use
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-161.OPSF
Other: -63.5 psf @ 5 3/16" o.c. fastener spacing.-121.75
psf @ 5 3/16" spacing. -161.0 psfCa 5 3/16" o.c. fastener
spacing. Install per manufacturers details. For use in HVHZ
Zones.
Installation Instructions
FL11651 R3 11 FL11651 35 R3 Metal Roof Panel Detail -
smned.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 15 R3 26G IfL k 16 15-
32Plvwood HVHZ-sig ed df
Created by Independent Third Party: Yes
11651.16
26 Ga. Gulf Lok
Min 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Approved far use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-63.5PSF
Other: -63.5 psf @ 5 3/16" o.c. fastener spacing.-121.75
psf @ 5 3/16" fastener spacing. -161 psf @ 5 3/16" fastener
spacing. Install per manufacturers details. Not for use in
HVHZ Zones.
Installation Instructions
FL11651 R3 11 FL11651 16 R3 Metal Roof Panel Detail -
sinned odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 93 AE FL11651 16 93 26Gulflok 16 IS -
32Plvwood NoUHVHZ-Siqned,pdf
Created by Independent Third Party: Yes
11651.17
26 Ga. GulfPBR
Min 26 Ga. Gulf PER Roof Panel over 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/-154.7PSF
Other: -59.25 psf @ 24' o.c. fastener pattern.-154.75 psf
@ 12" O.C. fastener pattern. Install per manufacturer details.
Not for use in HVHZ
Installation Instructions
FL11651 93 II FL11651 17 R3 Metal R of Panel Detail
signed.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL116SI 17 R3 26GulfPBR 1 -
32Plvwood N HVHZ-slon d f
Created by Independent Third Party: Yes
11651.18
26 Ga. GulfPBR
Min 26 Ga. GuIfPBR Roof Panel over Ix4 Wood Purlins over
15/32" Plywood
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-151.7PSF
Other: -100.5 psf @ 24" o.c. fastener spacing.-151.75 psf
@ 12" fastener spacing. Install per manufacturer's details.
For use in HVHZ Zones
Installation Instructions
FL11651 R3 If FL11651 18 112 Llgtal Roof Panel D ta'I
signed.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 93 AE FL11651 18 R3 26G IfPBR Ix4 1 -
32PIywo d HVHZ-s'on d df
Created by Independent Third Party: Yes
11651.19
26 Ga. GulfPBR
Min 26 Ga. GulfPBR over 15/32" Plywood
Limps of Use
Installation Instructions
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
FL11651 R3 It EL11651 12 93 M t I Roof Panel D ta0-
signed.odf
Impact Resistant: N/A
Design Pressure: +N/A/-154.7PSF
Other: -60.5 psf @ 24" o.c. fastener spacing.-154.75 psf @
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 93 AE FL11651 19 R3 26GuIfPBR IS-
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Page 5 of 5
12" o.c. fastener spacing. Install per manufacturer's details.
For use in HVHZ Zones.
32PIywood HVHZ-Siqned.pdf
Created by Independent Third Party: Yes
11651.20
26 Ga. GUIfPBR
Min 26 Ga. GulfPBR over 1x4 Wood Purlins over 15/32"
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/-151.7PSF -- -
Other: -94.25 psf @ 24" O.C. fastener spacing.-151.75 psf
@ 12" fastener spacing. Install per manufacturer's details.
Not for use in HVHZ Zones
FL11651 R3 II FL11651 20 R3 Metal Roof Panel Detail -
sianed.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 20 R3 26GUlfPBR 1x4 IS -
32Plvwaod NonHVHZ-s1gned.pdf
Created by Independent Third Party: Yes
Go to Page = 0
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Coula Us:: 2621811, 51he Road, TaINImeace R 32391 PFone: 111,111,1114
The State of Florida 6 an ANEW employer. Cowrlaht 2007-2013 State of funds. :: Privacy Statement :: Accessibi11[v Statement :: Refund Statement
Under Flonda law, email addresses are public retards. If you do not want your e-mail address released in response to a public -records request, do not send electmnlc
mail to this entity. Instead, contact the off by phone or by traditional mail. If you have any questions, please comae 850.487.1395. uPursuant 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 reined. 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
dick here .
Product Approval Accepts:
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SL'C1171Lj'h1$3'RICS,
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Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC Sf Cy2
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26 Ga. GulfRibTm Roof Panel over 15132" Plywood C"
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Florida Product Approval #11651.22 R3
Florida Building Code 2017
Per Rule 61 G20-3
Method: 1 -D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61 G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing,
14429 SW 2nd Place, Suite G30
Newberry, FL 32669
Engineer Evaluator:
Dan Kuhn, P.E. #75519
Florida Evaluation ANE ID: 10743
Validator:
Locke Bowden, P.E. #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 - 5
LLC.
\,%G E NSF y2
No. 75519
STATE OF
S;ONAL ENG1%.
8 1 n u 0" 10/05/201L
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
Product Description: GulfRibTM, 3/a" Rib Roof Panel, Minimum 26 Ga. Steel, 36" Coverage,
through fastened roof panel over minimum 15132" Plywood Decking. Non
Structural application.
Panel Material/Standards:
Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2017 Section 1507.4.3.
Paint Finish Optional
Yield Strength: Min. 80.Oksi
Corrosion Resistance: Panel Material shall comply with Florida Building
Code 2017, Section 1507.4.3.
Panel Dimension(s):
Thickness: 0.018" Minimum
Width: 36" Coverage
Rib Height: 3/a" Major Rib at 9" O.C.
Panel Fastener:
#9-15xl.5" HWH with sealing washing or approved equal
1/4" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4
Substrate Description:
Minimum 15h2" thick, APA Rated plywood over 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 2017.
Design Uplift Pressures:
Table "A"
?_Maximum T to al_MplftDesign
Pressure_
ff—�.25
psf
159 25 psf
Fastener Pattern
9"-9"-9"-9"
6.5"-2.5"-6.5"-
2.5"6.5"-2.5"-6.5"
LMtener Pattern Spacing
24" O:C.
Design Pressure includes a Safety Factor = 2.0.
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Code Compliance:
The product described herein has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
Evaluation Report Scope:
The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2017, as relates to Rule 61 G20-3.
Performance Standards:
The product described herein has demonstrated compliance with:
• UL 580-06 - Test for Uplift Resistance of Roof Assemblies
• UL 1897-12 - Uplift Test for Roof Covering Systems.
Reference Data:
1. UL 580-94 / 1897-98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 117-0062T-07A, B, Dated 02/19/2007
2. Certificate of Independence
By Dan Kuhn, P.E. (FL# 75519) ® Kuhn Engineering, LLC
(FBC Organization # ANE ID: 10743)
Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard
2. The UL 1897-98 test standard is equivalent to the UL 1897-12 test
standard.
Quality Assurance Entity:
The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61 G20-3.005(3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity.
Minimum Slope Range:
Minimum Slope shall comply with Florida Building Code 2017, including
Section 1507.4.2 and in accordance with Manufacturers recommendations. For
slopes less than 3:12, lap sealant must be used in the panel side laps.
Installation:
Install per Manufacturer's recommended details.
Underlayment:
Shall comply with Florida Building Code 2017 section 1507.1.1.
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
Shear Diaphragm: Shear Diaphragm values are outside the scope of this report.
Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must
at a minimum meet those listed for the applicable wind zone. For all roofs outside
the parameters listed on the load table, design wind loads shall be determined
for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10
using allowable stress design. The maximum fastener spacing listed herein shall
not be exceeded. This evaluation report is not applicable in High Velocity
Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this
product in High Velocity Hurricane Zone.
_i_
ENGINEER LOAD TABLE: 26 Ga. GulfRibTM Panel over 15/32' Plywood
Buildingsiiaving,a Roof Mean;Helght < 20 =0 Roof Slope 2'/12 v 1 Z /1 Z Gable or HIp Roof VJ'indASpeeds120 = '
y.
180mph,`Exp6sure CRisk Category II, Endosed'BU+Idirtg;`based oriFlonda B'vilding,�ode 201T ' ' `#'
120
130
140
150
160
170
180
WIIND
FASTENER
SUBSTRATE
SPEED
(MIN. 1/4"
Penetration)
(MIN. 15/32")
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
ZONE 1
49 15x1:5'
h
Plywtiod�
5wk 3!
24 TYPE 1
24 ;TYPE 14
24, TYPE 1
�24 TYPE 1
}�,f`fi -
-24 TYPE to
-J
g24 TYPE t
x N i--1
�24 TYPE 1-
ZONE 2
#9-15x1.S"
Plywood
24%TYPE 1
24", TYPE 1
24", TYPE 1
24. TYPE 1
24", TYPE 1
24", TYPE 1
24", TYPE 2
ZONE 3
#9 15x1 5'
,s Plywoo�
24., ,TYPE1
2Aw.vTVPE
�72/ tTjYPE 2;
t2 TYPE 2`�
ttwTyyYPE-2„
A
NPE1�T1P2r
1.) PANEL DESCRIPTION: GULFRIBTra, MIN. 26 GA., GRADE 80, 36"COVERAGE, 3/4" TALL.
2.) PANEL FASTENER: 49-15X1.5" HWH WITH SEALING WASHER OR APPROVED EQUAL
3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 69.25 PSF ® 24" O.C. FASTENER SPACING TYPE I FASTENER PATTERN, 159.25
PSF ® 12" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING.
4.) PLYWOOD DECKING: MIN. 7%2" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017.
5.) ROOF SLOPE: ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS.
6.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE 2017.
\\ \ RIDGE
I —
/
ZONE
/ _ e
Note: Dimension (a) is defined as 10% of the minimum width of the building or
40% of the mean height of the roof, whichever is smaller, however, (a) cannot be
a less than either 4% of the minimum width of the building or 3 feet.
TYPE I FASTENER PATTERN
2 GABLE ROOF TaT
__________________1a
j BRIDGE �
i
a
ZONE1
I
—ZONE3
FL# 11651.22 R3
TYPE 2 FASTENER PATTERN