HomeMy WebLinkAboutNotice of Acceptance NIIA1•II-DADS COUNTY
IMIAMI•D_ADE)- •i PRODUCT CONTROL SECTION
j• �! !4;;''[_ 1 1805 SW 26 Street_ Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami.Florida 33175-2174
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-259017(786,)315-2599
NOTICE OF ACCEPTANCE (NOA)
GAF
1 Campus Drive
Parsippany,N.1 07054
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use ofco;nstruction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to he
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (Al-IJ).
This NOA shall not be valid after the expiration date slated below. The Miami-Dade County I?roduct Control
Section (In Miami Dade County) and/or the AM (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 Al-IJ may immediately
revoke, modify, or suspend the use of such product or material within their.jurisdiction. RER reserves the right to
revolve 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 1-Iut•ricane Zone of the Florida Building Code.
I�ESCRII'TION:�('�AF�Timlfe a'ii1hD°",Timberline Natural Shadow10,and Timberline American Harvest
Shingles
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and lollowing
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 ancl'there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur alter the expiration (late or if there has been a revision or change in the
materials, use, and/or manufacttu•e of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising orally 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 (late may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be clone
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacttfrer or its distributors and
shall be available for inspection at the job site at the request of-'tile Building Official.
This NOA revises NOA 13-0419.04 and consists of pages I through 6.
The submitted documentation was reviewed by-Juan E. Collao, R.A.
=.(,ON2 )
!' NOA No.: 14-1022.20
MIAMI•DADE :OUNTY % Expiration Date: 02/21/17
Approval Date: 02/05/15
Page I of 6
ROOFING ASS>;MBLv APPROVAL
Cateaory: Roofing
Sub-Category: Asphalt Shingles
Materials: Laminate
Deck Tync: Wood
SCOPE
This approves GAF Timberline HD'%Timberline Natural Shadow'% and Timberline Aincrican Harvest`c"
Shingles as manufacLured by GAF as described in Section 2 of this Notice of Acceptance.
PRODUCT DESCRIPTION
Product Dimensions Test Product Descrirrtion
Specifications
C,AF ni er ui"c 'I`D' 13 �!� 39'/ TAS 110 Fiberglass reinforced heavy weight asphalt
Mam{fctcluring roofshingle, with-a laminate profile
Loccrrions#1,2,3,4,5,6,7
GAF Timberline Natural 13 /.► x 393/8•• TAS 110 Fiberglass reinforced heavy weight asphalt
Shadow roof shingle, witWa laminate profile
rbluctirfucllu•ing - ',
Locations#1,2,3,4,5,6,7
GAF Timberline American 13 '/,,••x 39'/8'• TAS 110 Fiberglass reinforced heavy weight asphalt
HarvesC' roof shingle,with a laminate profile
A�/ur�ufaclin•iulT
LoceWons#2,4,5,6
MANUFACTURING LOCATION
1. Tampa, FL
2. Michigan City, IN
3. Baltimore, MD
4. Myerstown, PA
5. Ennis,"i'X
6. Tuscaloosa, AL
7. Dallas,TX
MIAMI•DADE COUNTY
IYOA No.: 14-1022.20
o Lspiration Date:02/21/17
Approval Dale: 02/05/15
Page 2 of 6
^
^
/
EVIDENCE S0@MrrTE0 /
TestAgencyNamc/116' or Date
Underwriters Laboratories, Inc. ASTM D2462 | |C&489 \0/24/\ \
Underwriters Laboratories, Inc ASTM D3462 |0C/\J|gA4 04122/11
Underwriters Laboratories, Inc ASTM D3462 10C/\28717 07/26/11
Underwriters Laboratories, Inc. ASTM D3462 05CA4754'| 11/10/06
Underwriters Laboratories, Inc, ASTM D3462 06CA315h ' 11/30/06
PRI Asphalt Technologies, Inc, ASTM D8462 O/\P-101-02-02 11/02/05
Underwriters Laboratories, |nc. ASTM CG462 O@NKOf 159 08/09/06 -
PRI &sphuk1euhno|u�ics, Inc. ASTM D3462 GN''008'021-02 11/08/05
Underwriters Laboratories, Inc. ASTM D3462 02NK41969 09/11/02
Underwriters Laboratories, Inc, ASTM U3462 03NK26444 10/17/03
Center for Applied Cogiuucrixg ASTM D3462 257989 05/13/97
Underwriters Laboratories, Inc. TAS 107 O|NK45SO] 04/1]y)4
Dnd*mvriicmLobom<orirs' Inc. TAS |O7 06N|{05/ O 08/89/06
DodorwrtusLaboratories, Inc, TAS 107 04NK04273 02/20/04
Underwriters Laboratories, Inc. TAS 107 05C/\42 O 11/11/05
Underwriters Laboratories, Inc. ?A8 107 02NK418 | 11/11/02
Underwriters Laboratories,Inc. TAS 107 03C/\25�09 10/17/03
Underwriters Laboratories, Inc. TAS 107 04CA13850 08/30/04
Center For Applied Engineering TAS 100 257989 04/01/07
PRI AuphuhTuchxo|o&icx, Inc. TAS 100 GAF-044- /2,01 ' 01/13/04
PK( Axphm|i Teuhuo|o8ies, Inc. TAS |OO GAF-00 11/08/05
PRI Axphu|tTcohno|ugius, Inc, TAS |OU GAF-|0}- 2-01 11/09/05
PRI Auphu||1\:ohno|n8ioo. Inc. TAS 100 G/\F-} |6-'2-O2 03/2')/06
PRI AuphmhTcuhno|u�u� |wc TAS-100 ELK-082 | 10/16/02
ELK-084-02-016� -O84-02-O| 10/|5/02
EL,K-085'O2-01 10/14/02
ELK,086 O| 10/24/02
2LK-087-62-01 10/21/02
ELK'088-02-01 10/16/02
ELK-107202-01 |O/OV/O]
ELK-108-02-01 10/89/03
ELK-|0Q+02-O| (0/09/0]
LIMITATIONS
I. Fire class iUuu(ion is not port of this nouopimnun; oh:r to o current Approved Roofing K4nte,u|u Directory Oor
5onratings oFthis product.
3. Shall not be installed on ron[m*un heights in excess of33 ft.
3. &|| products listed herein ohu|1 have quality assurance audit in ox000Jmnuc with the Florida BuiNin, Cudo
and Rule 6|(J3O-3uydhoFlorida&dminisunLivoCode.
' . NOA No.: 14-1022.20
MIAMI-DADE COUNTY= '
' Expiration Date:02/2(/|7
Approval Date: 02/05/15
Page 3vf6
i
3
INSTALLATION
1. Shingles shall be installed in compliance with Roofing Application Standard RAS 1,15.
2. Plashing shall be in accordance with Roofing Application Standard RAS I IS
3. The manufacturer shall provide clearly written application instructions.
4. Exposure and course layout shall be in compliance with Detail W, attached.
S. Nailing shall be in compliance with Detail '13% attached.
LABELING
Shingles shall bear the imprint or identiliable marking of' the manufacturer's name 'or logo, city and state of
manufactul•ing facility, and following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade
County Product Control Seal as shown below.
NiIAMI•DADE COUNTYIE
BUILDING PERMIT REQUIREMENTS
1. Application for building permit shall be accompanied by copies oi'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.
NOA No.: 14-1022.20
MIAMI•DADECOUNTY Expiration Date: 02/21/17
Approval Date: 02/05/15
Page 4 of G
I
i.
DETAIL A
COURSE LAYOUT
DECK
FULL
5th
17"OFF 4th
11" OFF 3rd
6" OFF 2nd
FULL 1 st
I.
NOA No.: 14-11122.20
MIAMI•DADE
:OUNTYA Expiration Date: 02/21/17
NEW Approval Date: 02/05/15
Page 5 of fi
DETAIL B
OVERALL DIMENSIONS AND NAILING PATTERN
39-3/811
14-1/2"-17-112" 14-1/2"-17-1/2"
(368-445mm) (368.445 m)
_,f--Nailguide line
(165-241M) -314',-6-1/4"
(3
n n,) I(146mm-159mm)
ii2 I-TIF— — —
from bottom of shingle
—Self seal
adhesive
on back
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
MIAMI-DADSMCOUNTY= NOA No.: 14-1022.20
�jrnwyi U01H• Expiration D,ale: 02/21/17
Approval Date: 02/05/1.4;
Page 6 of 6
Florida Building Code Online Page 1 of 2
6 Mr
01 A�10
BCIS Home Log In User Registration Hot Topics Submit Surcharge ! Stats&Facts Publications I F13C Staff SCIS Site Map Links I Search
Florida &jfr,- PrductApproval
IUSER:Public User
d, pr
pro11S.SL Aroval Menn>Proeud or Aoulicalion Search>Application List>Application Detail
FL# FL16048 R4 i�1
Oi
Application Type Revision
Code Version 2014
Application Status Approved
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
C.I 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 C0I 2016 01 COI Nieminen.odF
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
http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWr... 1/26/2017
Florida Building Code Online Page 2 of 2
l ,
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 101 FINAL ER TRI-
Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R4.pdf
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 tile 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.pdf
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:850-487-1024
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mall 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 under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
Credit Card
Safe
http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWr... 1/26/2017
EXTERIOR RESEARCH&DESIGN,LLC.
TTRINITY�EkD ,Certificate of Authorization 119503
353,CHRISTIAN STREET, UNIT#13
OXFORD,CT 06478
PHONE: (203) 262-9245
FAX:(203) 262-9243
EVALUATION REPORT
Allied Building Products Corp. Evaluation Report A42960_10.12-1114
dba TRI-BUILT Roofing Products IFL16048-R4
9050 Louisiana Street Date of Issuance:1OJ25/2012
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 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: s!tttf�!pr
Robert J.M.Nieminen P.E. r .'C The facsimile seals
appearingwas authorized by Robert Nieminen,
s r,�, i ss..' P.E.on 20/06/2016.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. TrinitylERD 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 Trinity]ERD 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.
0
TRINITY 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:
Entity Examination Reference Date
ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties 540540.11.13 11/19/2013
ERD(TST6049) Physical Properties 540540.03.14 03/26/2014
ERD(TST6049) Physical Properties 544870.04.14-2 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 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-IR 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 A42960.30.12-R4
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-114
Revision 4:10/06/2016
Page 2 of 5
i
TRINITY ERD
5.4 TRI-BUILT Roof Underlayments may be used with any prepared roofl;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 iROOF COVER OPTIONS F �hai� 9 h
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate
Shingles &Shingles
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'1" 2-Component Roof Tile'Adhesive AH-160 (FL6332) or
Dow TileBond`"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 Trl-Built Smooth HT S/A
Underlayment applied to:
Dens Deck Prime;SECU ROCK 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 the 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.
i
5.6.3 Bond to Mechanically Attached Base Layer:
Tri-Built Sand'=R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
D 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 ofAuthori¢otion#9503 FBC NON-HVHZ EVALUATION FL16048-114
Revision 4:10/06/2016
Page 3 of 5
''I
TRINITY I ERD
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (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 aye 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,12 (the 2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FBC 1.609 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 HT TU 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 toy 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 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
UnderlaVment:
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 placelto 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
Certlficate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-114
Revision 4:10/06/2016
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TRINITY 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 UnderlaVment 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 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-
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Exterior Research and Design,U.C. Evaluation Report A42960.10.12-114
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-R4
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