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F
3r FL# FL11651-R2
Application Type Revision THESE PLANS AN ALL PROPOSED WOFK
Code Version 2014 }p���yypp SUBJECT
�t- ,i&�v /��f ,1
Application Status Approved ARE SUOJEC 1 TO ANY I CORAEC 1 IONS
REQUIRED BY.FIELD INSPECTORS THAT.
Comments A 'lb ��& 13 � 490i •Iltl ORDER TO��•
Archived ❑ s':`i o.. - •}
ES,COMPLY o �AN"APPLIPABLE CO7
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
Authorized Signature Ray Bowen
ray@gulfcoastsupply.com
Technical Representative r
Address/Phone/Email tn �NA, :►VISION
}��v` ir-'Wh-6 folk GO'211 `SCE
Quality Assurance Representative IS�'
Address/Phone/Email j3AW UZ IT
ft-,A_i A2S :� RN,-i1 MUST BE KEPT ON JOB
Category Roofing :bit NTb NISPECTIO.-N)ML BEAU,DIE.
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
C Evaluation Report- Hardcopy Received
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
FA Validation Checklist-Hardcopy Received
Certificate of Independence FL11651 R2 COI Cert of Ind Kuhn Eng.pdf
FL11651 R2 COI Letter of Name change.pdf
Referenced Standard and Year (of Standard) Standard Year
FM 4471 1992
TAS 100 1995
TAS 110 2000
TAS 125 2003
UL 1897 2004
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2f fr... 1/26/2017
Florida Building Code Online Page 2 of 3
Product Approval Method Method 1 Option D
a COPI
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 `b 10 Page 2/2
FL# Model,Number or Name Description
11651.21 26 Ga. GulfRib 26 Ga.GulfRib over 1x4 Wood Purlins over 15/32"Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11651 R2 II 21 R2 26GulfRib 1x4 15-32Plvwood NonHVHZ.pdf
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/-164.2PSF Created by Independent Third Party: Yes
Other:-109.25 psf @ 24"o.c.fastener spacing. Evaluation Reports
-164.25 psf @ 12" fastener spacing. Install per FL11651 R2 AE 21 R2 26GulfRib 1x4 15-32Plvwood NonHVHZ.pdf
manufacturer's details. Not for use in HVHZ Created by Independent Third Party:Yes
Zones
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 32Plvwood 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. Created by Independent Third Party: Yes
-159.25 psf @ 12" fastener spacing. Install per Evaluation Reports
manufacturer's details.Not for use in HVHZ FL11651 R2 AE 14FL11651 22 R2 26GulfRib 15-
Zones 32Plvwood NonHVHZ.pdf
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.pdf
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. Evaluation Reports
159.25 psf @ 12" fastener spacing. Install per FL11651 R2 AE 23 R2 26GulfRib 15-32Plvwood HVHZ.pdf
manufacturer's 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 15-32Plvwood HVHZ.pdf
Approved for use outside HVHZ: Yes FL11651 R2 II 24 R2 Metal Roof Panel Detail.pdf
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. Evaluation Reports
-164.25 psf @ 12" fastener spacing. Install per FL11651 R2 AE 24 R2 26GulfRib 1x4 15-32Plvwood HVHZ.pdf
manufacturer's 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 15-32Plvwood NonHVHZ.pdf
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.SPSF Created by Independent Third Party: Yes
Other: -76.75 psf @ 24"o.c.fastener spacing. Evaluation Reports
-123.5 psf @ 24" fastener spacing. Install per FL11651 R2 AE 25 R2 29GulfRib 1x4 IS-32Plvwood NonHVHZ.pdf
manufacturer's details. Not for use in HVHZ Created by Independent Third Party: Yes
Zones
11651.26 29 Ga. GulfRib 29 Ga.GulfRib over 15/32" Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11651 R2 II 26 R2 29GulfRib 15-32Plvwood NonHVHZ.pdf
Approved for use outside HVHZ: Yes FL11651 R2 1I 26 R2 Metal Roof Panel Detail.odf
Impact Resistant: N/A Verified By: Dan Kuhn, P.E.75519
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgsQFc5K%2frr... 1/26/2017
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SUPPLY & MANUFACTURING
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ANELOVER • •
FLORIDA PRODUCT APPROVAL NO. 11651.26 R2
��•T.
Product Evaluation Report L"
GULF COAST SUPPLY& MANUFACTURING, LLC. '
29 Ga. GulfRjbTM Roof Panel over 15132"Plywood
Florida Product Approval #11651.26 R2 RECEIVED
Florida Building Code 2014
Per Rule 61 G20-3
JAN 13 2017
Method: 1 -D
PERMITTING
St. Lucie County, FL
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61 G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30
Newberry, FL 32669 `��������+ : J* ,.� NOEL g k, �.
VAC E/vs�yy':
Engineer Evaluator:
Dan Kuhn, P.E. #75519 '*, No, 75519
Florida Evaluation ANE ID: 10743
= STATE OF
Validator: %�`s• o R t D,
Locke Bowden, P.E. #49704 ��'�`s;ONAL EN�'�`�
9450 Alysbury Place o-6 j3o 1 201$
Montgomery, AL 36117 /
Contents:
Evaluation Report Pages 1 - 5
FL#11651.26 R2•JUNE 15,2015
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FLORIDA PRODUCT APPROVAL NO. 11651.26 R2
3
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 29 Ga. Steel, 36" Coverage,
through fastened roof panel over minimum t5/32" Plywood Decking. Non Structural
application.
Panel Material/Standards: Material: Minimum 29 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. ,, o
Panel Dimension(s): Thickness: 0.0142" Minimum
Width: 36" Coverage
Rib Height: 3/a" Major Rib at 9" O.C. u 3
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 1506.6, 1507.4.4
Substrate Description: Minimum 1S/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" v� U
Maximum Total U lift Des1 n•Presure 77 75 sf 1°46 0 sf
R _a p.. >.
Fastener Pattern 9"-9"-9"-9" 6.5"-2.5"-6.5"-
2.5"6.5"-2.5"-6.5"
Fastener Patfern Spacrng � 24" Q E <� 1�'�n�C
Design Pressure includes a Safety Factor=2.0.
FL#11651.26 R2•JUNE 15,2015
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FLORIDA PRODUCT APPROVAL NO. 11651.26 R2
Code Compliance: The product described herein has demonstrated comp w #nth
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.
• FM 4471-1992, Section 4.4 Foot Traffic Resistance Test
Reference Data: 1. UL 580-94/1897-98 Uplift Test
Force Engineering &Testing, Inc. (FBC Organization #TST-5328)
Report No. 117-0033T-05 & 117-0331 T-08D, Dated 05/05/05 &07/09/08
2. FM 4471-95, Section 4.4 Foot Traffic Resistance Test
Force Engineering &Testing, Inc. (FBC Organization #TST 5328)
Report No. 117-0238T-09E, Dated 07/21/2009
3. 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.
3. The FM 4471-95 test standard is equivalent to the FM 4471-1992 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.
FL#11651.26 R2•1UNE 15,2015
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GULFRIVO
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FLORIDA PRODUCT APPROVAL NO. 11651.26 R2
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Roof Panel Fire Classification: Fire classification is not part of this acceptance--f
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.
FL#11651.26 R2•1UNE 15,2015
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SUPPLY « MANUFACTURING
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• GUAGE GULFRIB Tlv1 PANEL OVER • •D
------ENGINEER-LOAD TABLE:29-Ga-GalfRi4Tm-PaneF over 15/32"Plywood- ---
Buildings having aRoof Mean Heights_20` 0",Roof Slope 2"!12" 12"!12' Gaf�ie or H p f�oof,,llUlnd SpeedsR20'� _
1$Omphi Exposuce�C,n�Islc Category Ii, Enclosed BuIldCng, based on F{orida BulComg Code 6--1 �u
_�.
120 130 140 150 160 170 180
MIND FASTENER SUBSTRATE
Penetration)(MIN. do (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER
n) SPACING SPACING SPACING SPACING SPACING SPACING SPACING
ZONE 1 #9-15x1.5" Plywood 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1
ZONE 2 #9-15X7 5" Plywood 24;TYPE 4 24" lYPE`1 24 ME t �24 TYPE 1 24,TYRE 1 24".,TYP):1 24,TyPE 1
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 2
S ,; ON „s .t7 _ /,
11 PANEL DESCRIPTI GULFRIB?"", MIN 29 GA,,GRADS-SO 3f,C01/ERAGE 3/4 TALt : `
Z)PANEL FASTENER #9 15X1 5'yHWH WITH SEALING WASHER C?R A 011 VED EQUAL r ;
+, v
3})M/k IMUM ALLOWABLE PANEL UPUFT'PRESSURE 71 71 pSF C�3 24` O C FAS fENER_SPACING TYPE t'FA4TfNER PA7T€RN k146tff
PSf ZVM
b2"9 C FAST ENfR SPACING TYPEx2 FASTENER PATTERN EASED ON TAS 125 UL 580fUL 1$97 TESTING
4.I PLYW,OOD-DECKING MIN y-%i.THICK;PLYWOOQ MUST BE DESIGNED fK'ACCQRDANCE WITH.FLORIDA BUIWING CODE 2d14
5)ROOF SLOPE OIV ROOFSLOPES LESS THAN 3 1 LAP SEALANT Mf�ST BEIJSED;IN PANEL$1DE LAPS
s o�AD TABLE BASEQ OI�t11V{Nb f�RESSl1RESCALULATED PER ASCE 7 l0(KD ;I 85)MULTIPLIED B Y 0 5 PERfLORIDA BU{Llll6 �¢
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CODE?A74 � � Y
;.-.L.0 nk:4':*.k' ,.{..7:.... " . -.'3'. .-its i.•e i .av 4 _ 'i% ?:.
AtZONE 2 HIP ROOF ZONE 3- �a Note:Dimension(a)is defined as 10%of the minimum width of the building or
tL _._ 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.
\\ 1 \ RIDGE // // TYPE 1 FASTENER PATTERN
\7 \--------- I �9" 9" 9" 9°
At Panel lap
ZONE 1 \\ \\ I Com Tape Seal for use on Slopes less than 3:12
Zm#9-15 x 1-1/2'w/Sealer Washer @ 2,P O.C.
/------------------�
—EAVE
TYPE 2 FASTENER PATTERN
ZONE 2 .a
——— GABLE ROOF——————— i ; - I d F6.5" 2.5°{-6.5" 2.5"�(-6.5° 2.5° 6.5"--{2.5°
I
\\ I L Cont.Tape Seal for use on Slopes less than 3:12
�—
I RIDGE (1)#9-15 x 1-1/2'w/Sealer Washer @ 12'O.C.
1--------------- ,---------------------- —fa
ZONE 1
�I—————————————————————1-
\yZONE 3 LAVE
FL#11651.26 R2•JUNE 15,2015
i
FILE COP
RECEIVED
EXTERIOR RESEARCH&DESIGN,LLC.
JAN° 3 �017 Certificate of Authorization#9503
353 CHRISTIAN STREET,UNIT#13
4' TRINITY ERD PERMITTING OXFORD,CT 06478
St. Lucie County, FL PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
.Allied Building Products Corp. Evaluation Report A42960.10.12-114
dba.TRL-BWLT_Ronfing.P_roducts
9050 Louisiana Street Date of Issuance:10/25/2012
Merrillville, IN 46410 Revision 4: 10/06/2016
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 51h Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity)ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION: Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 5.
Prepared by: ptitrrrp,
a a n
,Jr s�1-.-71QS J i/w
-a A. -
Robert J.M.Nieminen P.E. �+ycSg` The facsimile seal appearing was authorized by Robert Nieminen,
�1tnsa' P.E.on 10/06/201..This does not serve as an electronically signed
Florida Registration No.59166,Florida DCA ANE1983 document.signed,sealed hardcapies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
S. This is a building'code evaluation. Neither TrinitvIERD nor Robert Nieminen, P.E.are, in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
F r.`
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1 ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments,as produced by TRI-BUILT,have demonstrated compliance
with the following sections of the Florida Building Code through testing in accordance with the following Standards.
_ __ Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.2.4,1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 2009
1507.4.5.1,1507.5.3,1507.7.3
1504.6 Accelerated Weathering ASTM G155 2005
1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012
1523.6.5.2.1 Physical Properties TAS 103 1995
3. REFERENCES:
Enti Examination Reference Date
ERD(TST6049) Physical Properties S40540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties S40540.11.13 11/19/2013
ERD(TST6049) Physical Properties S40540.03.14 03/26/2014
ERD(TST6049) Physical Properties S44870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties S44870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties S44870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties S44870.04.14-4 04/10/2014
• ERD(TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties S43530.05.14 05/28/2014
ERD(TST6049) Physical Properties S40540.10.14 10/31/2014
ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 09/04/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017
4. PRODUCT DESCRIPTION:
4.1 Self-Adhering Underlayments:
4.1.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS
modified bitumen roof underlayment,with a 36-inch sheet width.
4.1.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified
bitumen roof underlayment
4.1.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS
modified bitumen roof underlayment.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
' 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R4
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-R4
Revision 4:10/06/2016
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5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. If not listed,a request may be made to the AHJ for
approval based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers applied atop the underlayments are as follows:
TABLE 1 1ii 6kOVER OPT"
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate
— ----- __ - Shingles _a_ _ &Shingles
Tri-Built Sand-R SA Shingle Yes No No No Yes Yes
Underlayment
Tri-Built S/A HT TU Yes
Underlayment Yes Yes See 5.5.1 Yes Yes Yes
Tri-Built Smooth HT 5/A Yes No No Yes Yes Yes
Underlayment .
5.5.1 "Foam-On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long
term aging data from an accredited testing laboratory is provided.
➢ Tri-Built S/A HT TU Underlayment with 3MTM 2-Component Roof Tile Adhesive AH-160 (FL6332) or
Dow TileBond"A Roof Tile Adhesive(FL717)
5.6 Allowable substrates are noted below:
5.6.1 Direct-Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Plywood;ASTM D41 primed plywood; OSB;ASTM D41 primed OSB; Southern Yellow Pine;ASTM D41
primed Southern Yellow Pine;ASTM D41 primed structural concrete.
While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT recommends
priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT
requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of the
self-adhering underlayment.
5.6.2 Bond-to-Insulation:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam-on tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be
designed by a qualified design professional and installed based on testing of the insulation/underlayment
system in accordance with FM 4474,Appendix D or TAS 114,Appendix J.
5.6.3 Bond to Mechanically Attached Base Laver:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ ASTM D226,Type I or II felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam-on tile systems (Tri-Built S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-
12).
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R4
Certificate of Authorization#9SQ3 FBC NON-HVHZ EVALUATION FL16048-R4
Revision 4:10/06/2016
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5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 20121(04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on the systems,where
the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck
underlayment systems that are not addressed in FRSA/TRI April 2012(04-12)and are used in foam-on tile
applications. Maximum Design Pressure is the result of testing for wind load resistance based on
allowable wind loads, and reflects the ultimate passing pressure divided by 2(the 2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional)ASTM D41
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
5.6.4.2 Maximum Design Pressure=-67.5 asf.
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HTTU Underlayment,self-adhered.
5.6.4.3 Maximum Design Pressure=-60.0 usf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1)
and tin caps(FBC 1517.5.2)spaced 6-inch o.c.at the 4-inch laps and 6-inch o.c. in three,
equally spaced rows in the center of the sheet.
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
5.7 Exposure Limitations:
5.7.1 Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
• exposed for longer than 30-days after installation
5.7.2 Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
6. INSTALLATION:
6.1 TRI-BUILT'Roof Underlayments shall be installed in accordance with TRI-BUILT published installation
requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re-fasten any loose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application,and prime the substrate(if applicable).
6.3 Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment: ,
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections
1507 for the type of prepared roof covering to be installed.
6.3.2 Non-Tile applications:
While priming is optional, TRI-BUILT recommends priming the deck if the final roof cover is not slated for
installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel-off the release film diagonally while holding the
membraneiltight. Firmly roll,broom or hand-press the membrane into place to achieve a bond.
Horizontal 'seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and'staggered not less than 2-ft from vertical seams in the course below,sealed in accordance with
TRI-BUILT requirements.
Exterior Research and Design,U.C. Evaluation Report A42960.10.12-114
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-R4
Revision 4:10/06/2016
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When installing at slopes above 8:12,TRI-BUILT recommends back-nailing in the overlap area at the top of
the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys,apply the sheet starting at the lowest point and work upward.
6.3.3 Tile_Applications(Tri-Built S/A HT TU Underlavment only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions rioted`a�bove as a
For foam-on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012(04-12).
Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the
underlayment.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C.Rule 9N-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-114
Certij&ate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-R4
Revision 4:10/06/2016
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