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Product Approval Menu>Product or Application Search>Application List>Application Detail
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FL FL11651-R2 '� I Pd A�IU Ai L F�F;C�O "b WOl
# fi,�
Application Type Revision ARE S'd IBEOT TOANY - N4Er,-�1CNS
Code Version 2014 a+- + v
Application Status Approved REQUIRED BY FIELD INISPECTOPS THAT
MAY 8E NEME6SAIRY IN 0 KID M- TO
Comments G^!t"►ir���11 i i 1 .� A ts'sldE- CC)V'E .
Archived ❑
I
Product Manufacturer Gulf Coast Supply&Manufacturing, LLC.
Address/Phone/Email 4020 S.W.449th Street
Horseshoe Beach,FL 32648
(352)498-7852
ray@gulfcoastsupply.com
I
Authorized Signature Ray Bowen
ray@gulfcoastsupply.com
Technical Representative
Address/Phone/Email 0111 COUNTY
r PUILDING DIVISION
Quality Assurance Representative REVIEWED
CE FOR CsQ1illPl,IAN
Address/Phone/Email FOR
BY
DAtt
Category Roofing IdS AND ER T
Subcategory Metal Roofing UvT E KEPT O OB OR
NO iN.rii'EC' ON WILL BE MADE
Compliance Method Evaluation Report from a Florida Registered Architect or a Lii
Florida Professional Engineer
9 Evaluation Report-Hardcopy Received
I
Florida Engineer or Architect Name who developed the Daniel S. Kuhn
Evaluation Report
Florida License PE-75519
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 04/12/2024
Validated By Locke Bowden
10 Validation Checklist- Hardcopy Received
Certificate of Independence FL11651 R2 COI Cert of Ind Kuhn Eno.pdf
FL11651 R2 COI.Letter of Name change.pdf
Referenced Standard and Year(of Standard) Standard Year
FM 4471 1992
TAS 100 1995I
TAS 110 2000
TAS 125 2003'!
UL 1897 2004'
UL 580 2006'
i �&'
Equivalence of Product Standards �d�1�ik��0 MINERS ON ATTACH MOB
Certified By 'THE RMPOISIBUTY OF THE i
OOOTOR OF CORD 6
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDq... 4/20/211 17
Florida Building Code Oe Page 2 of 3
Sections from the Code LE
COPY
Product Approval Method Method 1 Option D
Date Submitted 07/01/2015
Date Validated 07/10/2015
Date Pending FBC Approval 07/18/2015
Date Approved 08/18/2015
Summary of Products
Go to Page 0 Pag
FL# Model,Number or Name Description
11651.21 26 Ga. GulfRib 26 Ga. GulfRib over ix4 Wood Purlins over 15/32" Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11651 R2 II 21 R2 26GulfRib 1x4 15-32Plywood Non
Approved for use outside HVHZ:Yes FL11651 R2 II 21 R2 Metal Roof Panel Detail.pdf
Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-164.213SF Created by Independent Third Party: Yes
Other:-109.25 psf @ 24"o.c. fastener spacing. -164.25 Evaluation Reports
psf @ 12"fastener spacing. Install per manufacturer's FL11651 R2 AE 21 R2 26GulfRib 1x4 15-32Plywood No
details. Not for use in HVHZ Zones Created by Independent Third Party: Yes
11651.22 26 Ga. GulfRib 26 Ga. GulfRib over 15/32" Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11651 R2 II 14FL11651 22 R2 26GulfRib 15-
Approved for use outside HVHZ:Yes 32Plywood NonHVHZ.pdf
Impact Resistant: N/A FL11651 R2 II 22 R2 Metal Roof Panel Detail.pdf
Design Pressure: +N/A/-159.2PSF Verified By: Dan Kuhn, P.E. 75519
Other:-69.25 psf @ 24"o.c. fastener spacing. -159.25 Created by Independent Third Party: Yes
psf @ 12"fastener spacing. Install per manufacturer's Evaluation Reports
details. Not for use in HVHZ Zones FL11651 R2 AE 14FL11651 22 R2 26GulfRib 15-
32Plywood NonHVHZ.Ddf
Created by Independent Third Party: Yes
11651.23 26 Ga. GulfRib 26 Ga. GulfRib over 15/32" Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL11651 R2 II 23 R2 26GulfRib 15-32Plvwood HVHZ.i
Approved for use outside HVHZ:Yes FL11651 R2 II 23 R2 Metal Roof Panel Detail.pdf
Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-159.2PSF Created by Independent Third Party: Yes
Other: -71.75 psf @ 24"o.c. fastener spacing. -159.25 Evaluation Reports
psf @ 12"fastener spacing. Install per manufacturer's FL11651 R2 AE 23 R2 26GulfRib 15-32Plywood HVHZ.p.
details. For use in HVHZ Zones Created by Independent Third Party: Yes
11651.24 26 Ga. GulfRib 26 Ga. GulfRib over 1x4 Wood Purlins over 15/32" Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL11651 R2 II 24 R2 26GulfRib 1x4 15-32Plywood HVh
Approved for use outside HVHZ:Yes FL11651 R2 II 24 R2 Metal Roof Panel Detail.odf
Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-164.2PSF Created by Independent Third Party: Yes
Other: -106.75 psf @ 24"o.c. fastener spacing. -164.25 Evaluation Reports
psf @ 12"fastener spacing. Install per manufacturer's FL11651 R2 AE 24 R2 26GulfRib 1x4 15-32Plywood HV
details. For use in HVHZ Zones Created by Independent Third Party: Yes
11651.25 29 Ga. GulfRib 29 Ga. GulfRib over 1x4 Wood Purlins over 15/32" Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11651 R2 II 25 R2 29GulfRib 1x4 15-32Plywood Non
Approved for use outside HVHZ:Yes FL11651 R2 II 25 R2 Metal Roof Panel Detail.pdf
Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-123.5PSF Created by Independent Third Party: Yes
Other:-76.75 psf @ 24"o.c. fastener spacing. -123.5 Evaluation Reports
psf @ 24"fastener spacing. Install per manufacturer's FL11651 R2 AE 25 R2 29GulfRib 1x4 15-32Plvwo6d No
details. Noffor use in HVHZ Zones Created by Independent Third Party: Yes
11651.26i 29 Ga. GulfRib 29 Ga. GulfRib over 15/32"Plywood
i
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Florida Building Code O*e Page 3 of 3
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11651 R2 II 26 R2 29GulfRib 15-32Plvwood NOnHVH:
Approved for use outside HVHZ:Yes FL11651 R2 II 26 R2 Metal Roof Panel Detail.odf
Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-146.OPSF Created by Independent Third Party: Yes
Other:-71.75 psf @ 24"o.c. fastener spacing. -146.0 Evaluation Reports
psf @ 12"fastener spacing. Install per manufacturer's FL11651 R2 AE 26 R2 29GulfRib 15-32Plvwood NonHVh
details. Not for use in HVHZ Zones Created by Independent Third Party: Yes
i
11651.27 29 Ga. GulfRib 29 Ga. GulfRib over 1x4 Wood Purlins over 7/16"O.S.B.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11651 R2 II 14FL11651 27 R2 29GulfRib 1x4 NonHV
Approved for use outside HVHZ:Yes FL11651 R2 II. 27 R2 Metal Roof Panel Detail.Ddf
Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-101.OPSF Created by Independent Third Party: Yes
Other:-101.0 psf @ 24"o.c. fastener spacing. Install Evaluation Reports
per manufacturer's details. Not for use in HVHZ Zones FL11651 R2 AE 14FL11651 27 R2 29GulfRib 1x4 NonH`
Created by Independent Third Party: Yes
11651.28 29 Ga. GulfRib 29 Ga. GulfRib over 7/16"O.S.B.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11651 R2 II 14FL11651 28 R2 29GulfRib 7-160SB N
Approved for use outside HVHZ:Yes FL11651 R2 II 28 R2 Metal Roof Panel Detail NonHVHi
Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-116.OPSF Created by Independent Third Party: Yes
Other: -22.66 psf @ 24"o.c.fastener spacing. -116.0 Evaluation Reports
psf @ 6"fastener spacing. Install per manufacturer's FL11651 R2 AE 14FL11651 28 R2 29GulfRib 7-160SB I
details. Not for use in HVHZ Zones Created by Independent Third Party:Yes
Go to Page 0 0 ,01 Pag
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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.Coi)vriaht 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:>!Refun
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records reques
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.135
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department H
address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public n
not wish to supply a personal address,please provide the Department with an email address which can be made available to the public:To de
are a licensee under Chapter 455,F.S.,please click here.
Product
��Approval Accepts:
C4 :fei; i ea. �
Credit Caret
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https://www.floridabuilding.org/pr/pr_app_dtl.aspx?p aram=wGEVXQwtDq... 4/20/2017
x Certificate of Authorization No. 29824
CREEK
17520 Edinburgh Drive
Tampa,FL 33647
TECHf4ICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT 2014 FLORIDA BUILDING CODE
Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued April 13, 2015
P.O.Box 1404
Joplin,MO 64802
(417)624-6644
http:/Avww.tamko.com
Quality Assurance: UL LLC(QUA9625)
COPY
SCOPE
Category: Roofing
Subcategory: Underlayments
Code Sections: 1507.2.3, 1507.2.4, 1507.2.8, 1507.2.9.2, 1507.3.3, 1507.4.5.1, 1507.4.5.2, 1507.4.5.3,
1507.5.3, 1507.5.3.2, 1507.6.3, 1507.6.3.2, 1507.6.5, 1507.7.3, 1507.7.3.2, 1507.8.3,
1507.8.32, 1507.8.8,T1507.8, 1507.9.3, 1507.9.3.2,1507.9.5, 1507.9.9
Properties: Physical properties
REFERENCES
EnTy Report No. Standard Year
PRI Construction Materials Technologies(TST6049) TAP-191-02-01REV ASTM D 1970 2009
PRI Construction Materials Technologies(TST6049) TAP-192-02-01 ASTM D 1970 2009
PRI Construction Materials Technologies(TST6049) TAP-193-02-01 ASTM D 1970 2009
PRI Construction Materials Technologies(TST6049) TAP-214-02-01 ASTM D 4869 2005e01
PRI Construction Materials Technologies(TST6049) TAP-215-02-01 ASTM D 226 2006
PRI Construction Materials Technologies(TST6049) TAP-216-02-03 ASTM D 6380 2003(2009)
PRI Construction Materials Technologies(TST6049) TAP-217-02-01REV ASTM D 6380 2003(2009)
PRI Construction Materials Technologies(TST6049) TAP-218-02-01 ASTM D 226 2006
PRI Construction Materials Technologies(TST6049) TAP-219-02-01 ASTM D 226 2006
PRI Construction Materials Technologies(TST6049) TAP-220-02-01 ASTM D 6380 2003(2009)
PRI Construction Materials Technologies(TST6049) TAP-222-02-01 ASTM D 4869 2005e01
UL LLC(TST9628) 13CA12269 ASTM D 226 2006
PRODUCT DESCRIPTION AND APPLICATION
TAMKOO ASTM Slate ASTM D 6380,Class M,Type II underlayment constructed from organic felt saturated
Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules.
Min.slope: 2:12
Application: The underlayment shall be installed with minimum 2°
side laps and minimum 4"staggered end laps and in i
accordance with FRSA/TRI 07230 for file
applications.
Allowable roof coverings: Attachment of asphalt shingle valleys and clay and
concrete tile shall be permitted in accordance with j
the FBC.
T131314001.1 FL12328-R5 Page 1 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK'j,
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. '
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not,j
specifically addressed herein.
f '
I
TAMKO BUILDING PRODCUTS,INC.
" CREEK TAMKO Underlayments
TECHNICAL SERVICES,LLC
TAMKO®ASTM Tile ASTM D 6380,Class M,Type 11 underlayment constructed from an organic felt saturated
Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules.
Application: The underlayment shall be installed with minimum 2"
side laps and minimum 4"staggered end laps and in
accordance with FRSA/TRI 07230 for the
applications.
i
Allowable roof coverings: Attachment of clay and concrete the shall be
permitted in accordance with the FBC.
TAMKO®Master ASTM D 6380,Class S,Type IV underlayment constructed from an organic felt saturated
Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral.
Application: The underlayment shall be installed along the valley
in accordance with FBC requirements.
Allowable roof coverings: Attachment of asphalt shingle valleys shall be
permitted in accordance with the FBC.
TAMKO®Moisture Self-adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane
Guard Plus® with a mineral surfacing and a removable release film on the adhesive side.
Application: The underlayment shall be attached by adhering
directly to the roof deck with minimum 3-1/2" side
laps and minimum 6"staggered end laps.
Min.application temperature: 40°F.
Allowable roof coverings: Attachment of asphalt shingles and mechanically
fastened concrete and clay tile roofing shall be j
permitted in accordance with the FBC.
TAMKOO No.15 ASTM ASTM D 226,Type I underlayment constructed from a non-perforated organic felt that is
Asphalt Saturated saturated with asphalt.
Organic Felt
Application: The underlayment shall be installed with minimum 2"
side laps and minimum 4"end laps.
Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood
shingles, wood shakes, and roll roofing shall be
permitted in accordance with the FBC.
TAMKO@ No.15 UL ASTM D 226,Type 1 underlayment constructed from a non-perforated organic felt that is
Asphalt Saturated saturated with asphalt
Organic Felt
Application: The underlayment shall be installed with minimum 2"
side laps and minimum 4"end laps. i
Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood
shingles, wood shakes, and roll roofing shall be
permitted in accordance with the FBC.
0 P Y
TBP14001.1 FL12328-R5 Page 2 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation,recommended use,or other product attributes that are not
specifically addressed herein.
I
i
CREEK
TAMKO BUILDING PRODCUTS,INC.
TAMKO Underlayments II
TECHNICAL SERVICES,LLC
TAMKO®No.30 ASTM ASTM D 226,Type II underlayment constructed from a non-perforated organic felt that is
Asphalt Saturated saturated with asphalt.
Organic Felt
Application: The underlayment shall be installed with minimum 2"
side laps and minimum 4"end laps.
Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay
and concrete tile, slate shingles, wood shingles,
wood shakes, and roll roofing shall be permitted in
accordance with the FBC.
TAMKOO No.30 UL ASTM D 226,Type II underlayment constructed from a non-perforated organic felt that is
Asphalt Saturated saturated with asphalt.
Organic Felt
Application: The underlayment shall be installed with minimum 2"
side laps and minimum 4"end laps.
Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay
and concrete tile, slate shingles, wood shingles,
wood shakes, and roll roofing shall be permitted in
accordance with the FBC.
TAMKOO TW Metal and Self-adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a
Tile Underlayment polymer film on the surface and a removable release film on the adhesive side.
Application: The underlayment shall be attached by adhering
directly to the roof deck with minimum 4" side laps
and minimum 6"staggered end laps.
Min.application temperature: 40°F
Allowable roof coverings: Attachment of asphalt shingles, metal roofing, and
mechanically fastened clay and concrete tiles shall
be permitted in accordance with the FBC..
TAMKOO TW Self-adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a
Underlayment polymer film on the surface and a removable release film on the adhesive side.
Application: The underlayment shall be attached by adhering
directly to the roof deck with minimum 4" side laps
and minimum 6"staggered end laps.
Min.application temperature: 40°F
I
Allowable roof coverings: Attachment of asphalt shingles and metal roofing
shall be permitted in accordance with the FBC.
I
LE
COPY
T131314001.1 FL12328-R5 Page 3 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
i
I ,
. C TAMKO BUILDING PRODCUTS,INC.
RG TAMKO Underlayments
TECHNICAL SERVICES, LLC
LIMITATIONS
I
1) This evaluation report is not for use in the HVHZ.
2) Fire Classification is not within the scope of this evaluation.
3) Wind uplift resistance in not within scope of this evaluation.
4) Installation of the evaluated product shall comply with this report,the FBC,and the manufacturer's published
application instructions. Where discrepancies exist between these sources, the more restrictive and FBC
compliant installation detail shall prevail.
5) Minimum application temperature shall be 50*F unless otherwise noted. Contact the manufacturer when
installing at temperatures below the minimum application temperature.
6) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
7) The roof deck shall be constructed of closely fitted sheathing for new or existing construction. Roof deck
shall be installed in accordance with FBC requirements.
8) Unless otherwise stated,the minimum roof slope shall be in accordance with FBC requirements.
9) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped
in successive courses installed up the deck in a manner that effectively sheds water from the deck. End
laps shall be staggered between courses in accordance with the manufacturer's application instructions.
10) The underlayment may be used as described in other current FBC product approval documents.
11) The underlayment shall not be installed over existing roof coverings.
12) Contact the manufacturer regarding specific exposure limits for each underlayment.
13) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the 2014 Florida
Building Code as evidenced in the referenced documents submitted by the named manufacturer.
R.
PY,E N F�Fs� _ 2015.04.1
No 74021 3 09.06.05
* - -04'00'
STATE OF tU
Al P � Zachary R.Priest, P.E.
��i�C�s• O R t�••'C".�`� Florida Registration No.74021
NA'Eel` Organization No.ANE9641
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing products under this
evaluation.
CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation.
Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any company manufacturing or distributing products under this evaluation.
Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product.
t:
y END OF REPORT .s '� '``COp
TBP14001.1 FL12328-R5 Page 4 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Ji
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation,recommended use,or other product attributes that are not
specifically addressed herein.
i I
I
_ 1 H
0 9'i '-fall Gulf 3
SUPPLY & NiANUFAC"f RING
j :M11h TM
GULFR
26 GLIAGE GULFRIBTM PANEL OVER • •
his FLORIDA
r , PRODUCT APPROVAL NO. 11651.22 R2
,,�---_•_.--ice Tvl
Product Evaluation Report
GULF COAST SUPPLY& MANUFACTURING, LLC
26 Ga. GulfRibTm Roof Panel over 15132"Plywood
Florida Product Approval #11651.22 R2
Florida Building Code 2014
Per Rule 61 G20-3
Method: 1 -D1�"l Py
Category: Roofing E
Subcategory: Metal Roofing
Compliance Method: 61 G20-3.005(1)(d)
NON HVHZ j
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30 'OEL S.
�
Newberry, FL 32669
oGEIVS�;S�,
7k; No. 7551.9
Engineer Evaluator:
Dan Kuhn, P.E. #75519 _
Florida Evaluation ANE ID: 10743 %-P STATE of
,c
Validator: SCOWL
Locke Bowden, P.E. #49704
9450 Alysbury Place o6�3°�20�5
Montgomery, AL 36117
Contents:
j Evaluation Report Pages 1 — 5
FL#11651.22 R2•JUNE 15,2015
KUHNI ENGIN-EERING, LLC
/ s o
G u I f <a) a, `
SUPPLY & MANUFACTUIRING
yy; � t`'
. B TM
ULFRI
TM
26 GUAGE GULFRIB PANEL OVER 15/32" PLYWOOD
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2.
Product Description: GulfRibTM, 3/a" Rib Roof Panel, Minimum 26 Ga. Steel, 36" Coverage,
through fastened roof panel over minimum 15/32" Plywood Decking. Non
Structural application.
Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2014 Section 1507.4.3.
Paint Finish Optional
Yield Strength: Min. 80.Oksi
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2014, Section 1507.4.3.
Panel Dimension(s): Thickness: 0.018" Minimum
Width: 36" Coverage
Rib Height: 3/" Major Rib at 9" O.C.
Panel Fastener: #9-15x1.5" HWH with sealing washing or approved equal
A" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building Code 2014, Section 1506.61 1507.4:4
Substrate Description: Minimum'-/32" 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 2014.
Design Uplift Pressures: Table"A"
Maximum Totai Uplift Design Press"u`re159;`25 psf
Fastener Pattern 9"-9"-9"-91, 6.5"-2.5"-6.5"-'
2.5"6.5"-2.5"-6.5"
Fastener;Pattern aC(n k k ` 7 kr
"Spgx �24} ®�C F t{1{20 C ' y <
r i .,i• rah`tmS+. Kr .Gam# s
Design Pressure includes a Safety Factor=2.0.
, I
*�-,m�'ILE COPY
FL#11651.22 R2 m JUNE 15,2015,
G U I f L CON-
SUPPLY & MANUFACTURING
l GULFRIB"
OVER 15/32" PLYWOOD
FLORIDA PRODUCT APPROVAL NO. 11651.22 R2
Code Compliance: The product described herein has demonstrated compliance with the
Florida Building Code 2014, 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 2014, 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 1897-04- 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 1897-04 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 2014, 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 2014 section 1507.4.5.1 and 1507.4.5.2.
LE C' PY
FL#11651.22 R2•JUNE 15,2015
ENGINEERING,
G u l f C('01, FP
SUPPLY & MANUFACTUiRING
G U LF 5
R
B"'
r FLORIDA PRODUCT APPROVAL.
;M
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 2014 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.
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FL# 11651.22 R2•JUNE 15,2015j
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0 GUAGE GULFRIB'Tm PANELOVER 15/32" PLYWOOD
fi FLORIDA PRODUCT APPROVAL •
ENGINEER LOAD TABLE:26 Ga. GulfRibTM Panel over 15/32"Plywood
Buildings having'a Roof;Mean!Helght<_ ZO 0",,R6of Slope. 2"(12" -'12 ,'Gable or Hip Roof; W 1.ind.Speeds 20
180mph,`Exposure C,.Risk Cate,ob-ry'll;`'Endosed building, based'4o'n Florida/12""4u iding Code 2014:
120 130 140 150 160 170 180
WIIND FASTENER SUBSTRATE
(MIN.1! MIN.15/32" ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER
SPEED Penetration) ( ) SPACING SPACING SPACING SPACING SPACING SPACING SPACING
ZONE 1 #9-15x1.5" PlyvVaod .24 TYPE i ,TYPE 1',' 24",TYPE 1 24 TYPE 1 24' TYPE 1' 24 TYPE I 24 TYPE 1;
ZONE 2 #9-15x1.5" Plywood 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 12",TYPE 2
.'ZONE 3 #9-15x1.5" Plywood 24',TYPE 1 '24" TYPE,1'. 24";TYPE 1. 12 TYPE 2 12'',TYPE 2' 12 TYPE 2. 12 'TYPE�"
1.)PANEL DESCRIPTION:GULFRIBTM, MIN. 26 GA., GRADE 80,36"COVERAGE,3/4"TALL.
2.)PANEL FASTENER:#9-15X1.5" 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. 15/e2"THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014.
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 2014
ZONE 2 HIP ROOF a� Note:Dimension(a)is defined as 10%of the minimum width of the building or
/� ZONE 3 40% of the mean height of the roof,whichever is smaller,however,(a)cannot be
'j�----------------- — a less than either 4%of the minimum width of the building or 3 feet.
\ i 1 TYPE 1 FASTENER PATTERN
RIDGE /� �� I
I \ \ i /� I _9���9.,y9..y9"
\ \-- ------� 111 1I Al Panel Lap
I, i \ \ \ Tape SealtaruseonSopes less than 3:12ZONE1 L(1)#9-15 x 1-1/2'w/Sealer Washer @ 24'O.C.Max.
--------H ------
EAVE
TYPE 2 FASTENER PATTERN
ENE 2 GABLE ROOF TaT r6.5" 2.5" 6.5" 2.5" 6.5" 2.5" 6.5 2.5"
—�— ----------------- =1.a
1 I
RIDGE L Cont.Tape Seal for use on Slopes less than 3:12
(1)#9-15 x 1.1/2'w/Sealer Washer @ 12'O.C.Max-
-------- — -------- —�(a
+---------------------4-
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�\ ZONE 1
-------------- ------
\—ZONE3 —EAVE
FL#11651.22 R2 1UNE 15,2015
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