HomeMy WebLinkAboutProduct Approval MIAMi-DAD-E COUNTY
MIAMI.OAU1= PRODUCT CONTROL SECTION
a
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-25I 99
NOTICE OF ACCEPTANCE (NOA) `°"'"'.n,i"n,idadc.a°`'/ee°"
GAF
1 Campus Drive
Parsippany,NJ 07054 i
SCOPE: U1
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to-be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. if this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to
revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: GAF Timberline HD°,Timberline°Natural Shadow',Timberline's American Harvest',and
FortitudeTM Shingles
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following
statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA 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 NOA renews and revises NOA # 14-1022.20 and consists of pages i through 6.
Tile submitted documentation was reviewed by Alex Tigera.
NOA No.: 16-0811.11
MIAMI-DADECOUNTY Expiration Date: 02/21/22
Approval Date: 02/09/17
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub-Category: Asphalt Shingles
Materials: Laminate
Deck Type' Wood
SCOPE
This approves GAF Timberline HDI,Timberline'Natural Shadow®,Timberline American°Harvest®, and j
FortitudeT`1 Shingles as manufactured by GAF as described in this Notice of Acceptance.
PRODUCT DESCRIPTION
Product Dimensions Test Product Description
Specifications
GAF Timberline HDA' 13 '/4"x 39 3/a.. TAS 110 Fiberglass reinforced heavy weight asphalt
Manufacturing roof shingle,with a laminate profile
Locations#1,2,3,4,5,6,7
GAF Timberline Natural 13 '/4"x 39 3/8" TAS 110 Fiberglass reinforced heavy weight asphalt
with a laminate profile
Shadow roof shingle,w p
Allanufacturing
Locations#1,2,3,4,5,6,7
GAF Timberline'American 13 '/4"x 39 3/8" TAS 110 Fiberglass reinforced heavy weight asphalt
Harvest® roof shingle,with a laminate profile
Manufacturing
Locations#2,4,5,6
GAF FortitudeT11 13 '/4"x 39 3/8" TAS 110 Fiberglass reinforced heavy weight asphalt
Manufacturing roof shingle,with a laminate profile
Locations#1,4
MANUFACTURING LOCATION
1. Tampa,FL
2. Michigan City,1N
3. Baltimore,MD
4. Myerstown,PA
5. Ennis,TX
6. Tuscaloosa,AL
7. Dallas,TX
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NOA No.: 16-0811.11
MIAMI•DADECOUNTY Expiration Date: 02/21/22
Approval Date: 02/09/17
Page 2 of 6
f.
EVIDENCE SUBMITTED
Test AlZency Test Identifier Test Name/Rcnort Date
Underwriters Laboratories,LLC ASTM D3462 4787344101 07/25/16
Underwriters Laboratories,Inc. ASTM D3462 I ICA48924 10/24/11
Underwriters Laboratories, Inc ASTM D3462 IOCA21994 04/22/11
Underwriters Laboratories,Inc ASTM D3462 IOCA28717 07/26/11
Underwriters Laboratories,Inc. ASTM D3462 05CA47541 11/10/06
Underwriters Laboratories, Inc. ASTM D3462 06CA31580 11/30/06
PRI Asphalt Technologies,Inc. ASTM D3462 GAF-101-02-02 11/02/05
Underwriters Laboratories,Inc. ASTM D3462 06NK05159 08/09/06
PRI Asphalt Technologies, Inc. ASTM D3462 GAF-098-02-02 11/08/05
Underwriters Laboratories,Inc. ASTM D3462 02NK41809 08/11/02
Underwriters Laboratories,Inc. ASTM D3462 03NK26444 10/17/03
Center for Applied Engineering ASTM D3462 257989 05/13/97
Underwriters Laboratories, Inc. TAS 107 OINK45803 04/13/94
Underwriters Laboratories,Inc. TAS 107 06NK05159 08/09/06
Underwriters Laboratories,Inc. TAS 107 04NK04273 02/20/04
Underwriters Laboratories,Inc. TAS 107 05CA42840 11/11/05
Underwriters Laboratories,Inc. TAS 107 02NK4181 1 11/11/02
Underwriters Laboratories,Inc. TAS 107 03CA35209 10/17/03
Underwriters Laboratories, Inc. TAS 107 04CA13850 08/30/04
Center for Applied Engineering TAS 100 257989 04/01/97
PRI Asphalt Technologies,Inc. TAS 100 GAF-044-02-01 01/13/04
PRI Asphalt Technologies, Inc. TAS 100 GAF-098-02-01 11/08/05:
PRI Asphalt Technologies,Inc. TAS 100 GAF-101-02-01 11/09/05
PRI Asphalt Technologies,Inc. TAS 100 GAF-1 16-02-02 03/23/06
PRI Asphalt Technologies, Inc. TAS-100 ELK-083-02-01 10/16/02
ELK-084-02-01 10/15/02':
ELK-085-02-01 10/14/02
ELK-086-02-01 10/24/02
ELK-087-02-01 10/21/02
ELK-088-02-01 10/16/02
ELK-107-02-01 10/09/03
ELK-108-02-01 10/09/03
ELK-109-02-01 10/09/03
LIMITATIONS
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory,for
fire ratings of this product.
2. Shall not be installed on roof mean heights in excess of 33 ft.
3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 61 G20-3 of the Florida Administrative Code.
NOA No.: 16-0811.11
MIAMI•DADECOUNTY Expiration Date: 02/21/22
Approval Date: 02/09/17
Page 3 of 6
INSTALLATION
1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115.
2. Flashing shall be in accordance with Roofing Application Standard RAS 115
3. The manufacturer shall provide clearly written application instructions.
4. Exposure and course layout shall be in compliance with Detail 'A',attached.
5. Nailing shall be in compliance with Detail '13%attached.
LABELING
Shingles shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of
manufacturing facility, and following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade
County Product Control Seal as shown below.
MIAMI•DADE COUNTY
BUILDING PERMIT REQUIREMENTS
1. Application for building permit shall be accompanied by copies of the following:
1.1 This Notice of Acceptance.
1.2 Any other documents required by the Building Official or the applicable code in order to properly
evaluate the installation of this system.
I
NOA No.: 16-0811.11
CMIAMI-DADECOUNTY Expiration Date:02/21/22
Approval Date:02/09/17
Page 4 of 6
DETAIL A
COURSE LAYOUT
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DECK
FULL
5th
17" OFF 4th
11" OFF 3rd
6" OFF 2nd
FULL 1st
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NOA No.: 16-0811.11
QMIAMI-DADECOUNTY Expiration Date:02/21/22
..."
Approval Date: 02/09/17
Page 5 of 6
DETAIL B
OVERALL DIMENSIONS AND NAILING PATTERN
39-3/811
(1 m)
14-1/2"-17-1/2" 14-1/2"-17-1/2"
(368-445mm) (368-445mm) ail guide line
6-1/2"-9-1/2" 6-1/2"-9-1/2" 5-3/4"-6-1/4"
13,� .� 11 (165.241mm) (165-241mm)
337m) — — — -+- — — — — — — (146mm-159rnm)
vz°--2-112" from bottom of shingle
(13.64
elf seal
adhesive
on back
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ENHANCED NAILING PATTERN - six nails per shingle*
required by some local codes and required for enhanced wind coverage on certain products.
See limited warranty for details.
These shingles MUST be nailed a nominal 6" (152mm)from bottom of
of shingle, above the cut outs, as shown. Nails must not be exposed.
END OF THIS ACCEPTANCE
i
NOA No.: 16-0811.11
MIAMI•DADECOUNTY Expiration Date:02/21/22
Ell N Approval Date:02/09/17
Page 6 of 6
Florida Building Code Online Page 1 of.2
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7 ..
FL# FL16048-R4
Application Type Revision C I
Code Version 2014
Application Status Approved �Dq
Comments
Archived ❑
Product Manufacturer Tri-Built Materials Group,LLC
Address/Phone/Email PO Box 70
Rutherford,NJ 07070
(800)516-1485
david.ruiz@tribuiltmg.com
Authorized Signature David Ruiz
david.ruiz@tribuiltmg.com
Technical Representative David Ruiz
Address/Phone/Email 250 Route 17 North
East Rutherford, NJ 07073
(201)842-2449
david.ruiz@tribuiltmaterialsgroup.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
11 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/16/2017
Validated By John W.Knezevich,PE
W Validation Checklist-Hardcopy Received
Certificate of Independence FL16048 R4 C01 2016 01 C01 Nieminen.ndF
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2009
ASTM G155 2005
FRSA/TRI April 2012(04-12) 2012
TAS 103 1995
Equivalence of Product Standards
Certified By
Sections from the Code
littp://www.floridabuilding.org/pI•/pI_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND Wr... 1/26/2017
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 10/06/2016
Date Validated 10/17/2016
Date Pending FBC Approval 10/19/2016
Date Approved 12/13/2016
Summary of Products
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 FL16048 R4 II 2016 10 FINAL ER TRI-
Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R4.odf
Impact Resistant:N/A Verified By: Robert Nieminen PE-59166
Design Pressure:+N/A/-67.5 Created by Independent Third Party:Yes
Other: 1.)The design pressure noted herein pertains to use Evaluation Reports
of foam-on the systems overtop the self-adhering FL16048 R4 AE 2016 10 FINAL ER TRI-
underlayment for one particular application,See ER Section BUILT UNDERLAYMENTS FL16048-R4.Ddf
5.6.4 for details.2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party:Yes
Use.
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an ANEEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.if you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee undei
Chapter 455,F.S.,please click here.
Product Approval Accepts:
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EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization 119503
TRINITY ERD 353 CHRISTIAN STREET,
UNIT#13
OXFORD,CT 6478
PHONE: (203) 262-9245
FAX:(203) 262-9243
EVALUATION REPORT
Allied Building Products Corp. Evaluation Report A42960_10.12-R4
dba TRI-BUILT Roofing Products FL16048-114
9050 Louisiana Street Date of Issuance:10/25/2012
Merrillville, IN 46410 Revision 4: 10J06/2016
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 5th 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 I 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 I ERD 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 S.
Prepared by:
N.
Robert J.M.Nieminen,P.E. rrS��O,lS1 Gs.�. The facsimile seal appearing was authorized by Robert Nleminen,
,.•.�,/j,,,,r,+ P.E.on 10/06/2016.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCA ANE1983 document.Signed,sealed hardcoples have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity lERD 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.
5. This is a building code evaluation. Neither Trinityl ERD nor Robert Nleminen, 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,
��TRINrry I 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: I
Entity 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 544870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties S44870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties 543530.05.14 05/28/2014
ERD(TST6049) Physical Properties 540540.10.14 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 TrinityJERD 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,LLC. Evaluation Report A42960.10.12-R4
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION F1.16048-114
Revision 4:10/06/2016
Page 2 of 5
TRINI`i Y I ERD
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:
ABLE,1::ROOF COVER OPTIONS+ {}
Asphalt Wood Shakes
Underlayment Shingles Nall-On Tile Foam-On Tile Metal &Shingles Slate i
Tri-Built Sand-R SA Shingle Yes No No No Yes Yes
Underlayment
Tri-Built S/A HTTU Yes Yes Yes
Yes Yes Yes
Underlayment See 5.5.1
Tri-Built Smooth HT S/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 3M'" 2-Component Roof Tile Adhesive AH-160 (FL6332) or
Dow TIIeBond'"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:
Y 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 San&R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
Y 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,I.I.C. Evaluation Report A42960.10.12-R4
Certificate ofAuthoriration#9503 FBC NON-HVHZ EVALUATION FL16048-R4
Revision 4:10/06/2016
Page 3 of 5
��TRINITYIERD
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 20-12 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems,where
the underlayment forms part of the load-path. The following wind uplift limitations apply to d irect-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 margins of safety
per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures.
5.6.4.1 Maximum Design Pressure=-45.0 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional)ASTM D41
Underlayment: Tri-Built S/A HTTU Underlayment,self-adhered.
5.6.4.2 Maximum Design Pressure=-67.5 psf.
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
5.6.4.3 Maximum Design Pressure=-60.0 psf.
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 HTTU 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 HTTU 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
membrane tight. 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,I.I.C. Evaluation Report A42960.10.12-R4
certificate of Authorization#9503 FBC NON-HVHZ EVALUATION F1.16048-114
Revision 4:10/06/2016
Page 4 of 5
NTINITY�ERD
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 Underlayment only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
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 tile 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 CIA 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-
i
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R4
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION F1.16048-114
Revision 4:10/06/2016
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