HomeMy WebLinkAboutNotice of Acceptance 4 MiAMi-DADF COUNTY
MIAMI t�AU1✓ PRODUCT CONTROL SECTION
. I 11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) i Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION 1"(786)315-2590 f(786)315-2599
NOTICE OF ACCEPTANCE (NOA) ����.�.miamiaadc.Lnv/ccm�nmy
GAF n
I Campus Drive
Parsippany,NJ 07054 1
SCOPE:
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. ER 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"As�I=ir inbe'�•Iinc�I'D�Timberline°Natural 511adowl,Timberline`s American Harvest°,and
Fortitude"n>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.
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This NOA renews and revises NOA # 14-1022.20 and consists of pages i through 6.
The submitted documentation was reviewed by Alex Tigera.
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NOA No.: 16-0811.11
MIAMI•DADECOUNTY Expiration Date: 02/21/22
,
Approval Date: 02/09/17
Page 1 of 6
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ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub-Catee-ory: Asphalt Shingles
Materials: Laminate
Deck Type: Wood
SCOPE
This approves GAF Timberline HD`s',Timberline°Natural Shadow°,Timberline American"Harvests, and
FortitudeT"'Shingles as manufactured by GAF as described in this Notice of Acceptance:
PRODUCT DESCRIPTION
Product Dimensions Test Product Description
Specifications
CA Timberline 1` 13 '/4"x 39 3/8" TAS 110 Fiberglas's 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
Shadow" roof shingle,with a laminate profile
Manufacturing
Locations#1,2,3,4,5,6,7
GAF Timberline'American 13 '/a"x 39 3/8" TAS 110 Fiberglass reinforced heavy weight asphalt
Harvest' roof shingle,witl 'a laminate profile
Manufacturing
Locations#2,4,5,6
GAF FortitudeTni 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,IN
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
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EVIDENCE SUBMITTED
Test Agency Test Identifier Test Name/Report Date
J.
Underwriters Laboratories,LLC ASTM D3462 4787344101 07/25/16
Underwriters Laboratories,Inc. ASTM D3462 14CA48924 10/24/11
Underwriters Laboratories,Inc ASTM D3462 IOCA21994 04/22/11
Underwriters Laboratories,Inc ASTM D3462 l OCA28717 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 66NK051'59 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 06NK05.159 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 04CA 13850 08/30/04
Center for Applied Engineering TAS 100 25798,9 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
ELIC-084-02-01 10/15/02
ELK-085=02-01 10/14/02
ELK-086-,02-01 10/24/02
ELK-087-'62-01 10/21/02
ELK-088-02-01 10/16/02
ELK-107=02-01 10/09/03
ELK-]08-02-01 10/09/03
ELK-1097'02-01 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 61G20-3 of the Florida Administrative Code.
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NOA No.: 16-0811.1.1
MIAMI•DADECOUNTY Expiration Date: 02/21/22
Approval Date: 02/09/17
Page 3 of 6
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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 'B',attached.
LABELING
Shingles shall bear the imprint or identifiable marking of the manufacturer's names'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.
MIAWDADE COUNTY
, .H.1
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.
NOA No.: 16-0811.1 l
MIAMI•DADECOUNTY Expiration Date:02/21/22
Approval Date:02/09/17
Page 4 of 6
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DETAIL A
COURSE LAYOUT
,i
i
DECK
FULL
i
5th
17" OFF 4th
li
11" OFF 3rd
'i
6" OFF 2nd
1
FULL 1st
u
NOA No.: 16-0811.11
MiaMi•onoeeouNrr Expiration Date: 02/21/22
AD �
Approval Date: 02/09/17
Page 5 of 6
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DETAIL B
OVERALL DIMENSIONS AND NAILING PATTERN
39-3/811
(1 m)
t— 14-1/2"-17-1/2" 14-1/2'-17-1/2"
(368-445mm) (368-445mm)' I ail guide line
6-1 X25=29m1/2" 6-1 i65--z9 1!2" �. 5-314 -6-1/4"
13-1/,411 I _ _ _ _ _ (146mm-159rnm)
(337mm 11T 2-V2" ♦- --�- ♦- from bottom of shingle
(10.64
i
elf 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
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NOA No.: 16-0811.11
MtAMI-DAD 6counfry Expiration Date:02/21/22
Approval Date:02/09/17
Page 6 of 6
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Florida Building Code Online Page 1 of
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Product Aouroval Menu>Product or Aonlicalion Search>Application List>Application Detail
FL# FL16048-114
Application Type Revision
Code Version 2014 2
Il
Application Status Approved
�V
Comments 1
Archived ❑ � 1
Product Manufacturer Tri-Built Materials Group,LLC 1
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@tribulltmaterialsgroup,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
❑ 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
Ri Validation Checklist-Hardcopy Received
Certificate of Independence FL16048 R4 COI 2016 01 COI Ni6minen.Ddf
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/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWr... 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.Ddf
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-
underiayment for one particular application.See ER Section BUILT UNDERLAYMENTS FL16048-R4.odf
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 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 mail.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 emaiis provided may be used for official communication with the licensee.However email addresses are puGlic 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:
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http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWr... 1/26/2017
s '
EXTERIOR RESEARCH&DESIGN,LLC.
,Certificate of Authorization#9503
TRINI"f'Y I ERD 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-R4
dba TRI-BUILT Roofing Products FL16048-R4
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 regulationsgoverning 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 51' 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 products)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 "TrinityERD 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 b„y the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
d
This Evaluation Report consists of pages 1 through 5.
Prepared by:
000
''O,S`• '°%.:ebb✓� �•' 'I
Robert J.M.Nieminen P.E. '%�s'=• .v. The(aalmilesea[,appearingwas authorized by,Robert Nleminen,
,,,,,,�s P.E.on 10/06/2016,.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCA ANE1983 document.Signed,sealed hardeoples 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 TrinitvlERD 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.
TRINITY ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
I
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 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 S44870.04.1'4-1 04/10/2014
ERD(TST6049) Physical Properties S44870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties 543530.02.14-1-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 R168i4 09/04/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017
4. PRODUCT DESCRIPTION:
4.1 Self-AdherinR.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 $/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. j 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
'4
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TRINIW 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:
..TABLE 1: ROOftQVER OPTIONS �, j w �,4 �.•
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 HT TU Yes
Yes Yes Yes Yes Yes
Underlayment See 5.5.1 I
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 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 Underlaymeht 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;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 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 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:
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 of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-R4
Revision 4:10/06/2016
Page 3 of 5
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TRINITY'I ERD
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications,, FRSA/TRI April 201.2 (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 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.
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.19/324nch 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:
ri
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 thel';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-IR SA Shingle UnderlaVment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment: i
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:
i
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 oJAuthod:otion#9503 FBC,NON-HVHZ EVALUATION FL16048-R4
Revision 4:10106/2016
Page 4 of 5
TRINI YlERD
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 ox.
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 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-R4
Certificate of Authorization#9503 FBC NON•HVHZ EVALUATION FL16048-R4
Revision 4:10/06/2016
Page 5 of.s
I
APPLICATION OF WOOD PANEL AND SHINGLES OR TILE ADHESIVE APPLICATION OF SHINGLES
SCALE:I/a"= 1 ATTACH ROOF SHINGLES OR TILE PER SCALE:Y4"=1'
MANUFACTURERS SPECIFICATIONS VALID FO ( oNLr
/ AND ROOFING PRODUCT APPROVALS un r
V�5 � C�sEN1=RAL NOTES: /� p�
GV
N I,CCORDNI�BEEN
VT1ME 204 FLORIDA BUILDIMS CODE SMALL BE CONSTRUCTED I, m. V .G
OOf - ja
,DDEITALLVALID FOR THE FOLLOWING CaNDITIOW USING AS2 RVIAL •o a
INSTALL FELT PAPER IN (L C[
�V ACCORDANCE WITH BUILDING / Y-MO PN OR LE!",MONMURE S'OR 1-1.PW-5',F ac W,
CATEGORY II,ROQ PITCN 0 TO 3M FOR NRWI)Y4.ES AS7 Oro TO (Qj
yO��l CODE REQUIREMENTS AND �` / gig
4roFORTUE,Rri,I0,4re,Om,ROOPAI7BAB0eOPTOz 111 �'
�,� _ ROOFING PRODUCT APPROVALS 1\' j eP � aOVE m ue��n�SECTITION e-OF ANMIAL bCE 1 m RIDGE
� �
:L:
OOF�l� ATTACH WOOD PANEL �S .�, ENGINEER 6E&CERTFIEeTILEPLAcaxNTPOR �c
Q ly PER GENERAL NOTES �( OtlQ !/ INEERING
PoR�ePA uarGTW O AND ADDITIONALTO C424EECC ION ~ W 6 H
3 AND 4 CRITERIA UMICN MAY APPLY. WTALLATION PROCEDUFffi a �1
AS DESCRIBED IERSIN MUST Be FOLLOWED EN
TO SURE W p'� x
WEdRIT'OP SPAN LD471,15 AS TABULATED EL6026M Z
INSTALL EDGE TRIM WITH �`-�� T Ce IFICPT ATlor�pe�mFYl�TIONSSAREDED�ITENOED.
STRUCTURAL GRADE
Qpt�� ADHESIVE SEALANT 'a
��000 M4T�LI�NE SPECIFICATIONS:
TABLE A (APPLIES TO TILE ROOF ONLY) CEY r°Pa'I°N'e''LaEn''EBEww°AR.'TPORTLAND 7z0.�
\\ CGNCRETE,OR PERIATILE METAL OAI.VaLUE z n
L ROOF PAT•E1. NUMBER OF CAMBER MAWPACMdD BY MOILER ROM TILE OR DITECR4 ESTATE H C) o
SPAN LGNYaTH ONOIQRN+LINES NP) T'&AVB CLOSUF6:•PRPABPoGITE'D FDI,M eYHIETIO 2:0"y a
1- OO
DEPLEGTNO( RF TILE(MOA Na D07- 224])OR OTTER EQUALS.
F-•o
UP TO 0 FT. 1 1/4'UP RUBBER(A09M-CI05#4 J ><
OS L.FOOD PNE1.1%EPS INSULATED SAVWICH TTFE WITN O k
Q ALUMINUM FACINGS.MANFACTWIREO BY WE PANEL Q
UP T018 FT. Z 3/8'UP FR�UL•T6 PANEL SPANS ARE LISTED N ELITES MASTER U1 LL
�' FLAN.PANELS ARE LIMITED TO ONE STOW SUILOMG III CL Z O
UP TO 24 FT. 3 W,UP 4@1G1T&RA- a/P WIGNro GREATER tNN-0 orE STORY i
�• REQLRE ADDITIO,- 8PECL-IC V4MERIG REV`M1
4.ADN15dIVE6•■)PSI-SOI IS A ONE PART POLIUR[.1N4NE 0.8
.� .' • SHIM PEFL TO FIT PANEL GUR1/ATURE WALA RT,MANUFACTURED BY POLYMERIC SYSTEMS,eNc U.8 0
�•'• OR b)FL FRF7MNlM U ADE PART UREII(ANE BASED LLI V v 8 Z
PANEL O"TRUCfION ADNEaVE BY CNEMRMW.MG S
�. P ADMESIVE SWILL a WANDLED AND APPLIED N gin
ACCORDANCE WITH MANSWCTURERB SPEOBICATKTl0. L in
GENERAL NOTES• NOW.ALL MATERIALS RO
TO BE FDUOT APPROVED AID RATED
¢`-
G y4`y FOR DESICN PRESSURES SPECIFIED N MVM BY MW4UFACIV ER g r
FOR INSTALLATION MAY METFIOD ILLUSTRATED.ADDRIONAL BONDING F i t1-
L INSTALL COMPOSITE ROOF PANELS M ACCORDANCE WINVIP TO O FI SURFACE AREA BE REQUIRED TO MEET MN■wM a
APPROPRIATE 131-1111 MASTER PLAN 66EETe I SPAN TABLES MANFACTU7ER RE0111PETIEMS,
ADD ADORICNAL WVF ABOVE AND BEYOND NORMAL DESIGN ■ ■ a
PeF
USED IN SPAN CAARM , INSTALLATION PROCEDURE:
7.SEAL ALL SEAMS WITH STRUCTURAL.GRADE ADNESNE SEALANT,
AND CLEAN ROOF OF ANY DIRT,GREABE,U)ATER OR OIL L'IP TO BFT l MDR TO 71LE PLACFTEIIIL ROOF PANELS MALL BE
O Be AS
9.APPLY PL PREMIUM OR LIQUID NAIL M CONTMUOUS BEAD TO FER TA .E A WORE LIES SMALL PROVNUMBER OF SMORENG LINESIDE RCL �S '�' ' , PS��
COMPOSITE ROOF PANELS•6.OC, ■ ■ ■ BEARING ALONG EACH PANEL WIDTH,CAMBER ALL $7G
PANELRD S UPWARD ALONG SHORE LINES TO ALLOW FOR HaQggl
&1FERNT'OdED TILE UEIGHT AS PER TABLE A SNORING SM 3
4.INSTALL 16'WOOD PANEL ON COMPOSITE PAWL,FASTEN WITH 1• � SWftE TO ReTTAN IN PLACE FOR AT LEAST T DAYS DURING TLE D �
LG.DRYUWLL SCREW•6°OC.F•OLLOWNG ADWESNE PATTERN SIi'!(E ADWESNE UAWNG PERIOD.
Cie ALL FELT PAPER N AOCORDANCE WITH PR
LOCAL BUILDING 'UP T071Ff 7.TLLES TO BH PLACED AS PER R¢(7DUCT APPROVAL
FEOUIREMETrt8 AND PRODUCT AP'PROVAL6 9
6.INSTALL eHII•GLES OR TILE IN ACCORDANCE WITH LOCAL TILE INSTALLATION:
BUILDING 10.THIS DETAIL ONLY VALID Eight SIGNED AND SEALED BY C.T.YGUB'TAR.IOII6KI,pE ggg yyyQQQ
CODE RBQUIRB'BNTS AND PRODUCT APPROVALS THIS SHEET SMALL CONTAIN A RED ELBE'STAMP OVER TWE PLAN FACE OR 19 NOT CAUTION 1, AVOID EXCE6'UVE TILE STACKING ON S @g
VALID FOR USE. ROOF PAELS.LIWT STACK 4151614 TO 4 TILFA iy E e
7.STARTER ROUE OF SHINGLES SMALL WAVE TWO LINES AT MID LOCATE OVER SNORE LINERS WEN POSSIBLE, u�
T'� IL••ALTERATIONS,AUDITIONS,OR OTTER MARKINGS TO THIS DOCUMENT ARE NOT CAUTION 7•ROOF TRAFRCING DIRECTLY ON TILES
AREA-SHMC■LE ROIL INSTALLED WITH TABS FACING M TWE PERMITTED AND INVALIDATE NS, OUR 14ER MARKIICN.
a470U.D BE AVOIDED. CVMo"nvUwwBCNEwRgrG
UPWARD
DIRECTION OP TWE ROOF SLOPE 00-EAC-1049
c�CONTRACTOR TO MODIFY DESIGN M ACCORDANCE WRH MORE CRITICAL LOCAL ES SULPI ILTg 01
9.SUBSEQUENT DOLS A O DID C ICN OF WE WTO THE TABS AS REQUIRED. rue bescRIFTTON,
FACING N THE DOUNUAIO DI4ECilON OF THE ROOF SLOPE UtfTW
ONE
LINE OP ADHEOIVE LENDER NNE SHINGLE AT MID OOVERIED AREA B,ADFESIVE TO BE SO YEAR EXTERIOR INDUSTRIAL GRADE MIL
e.ADMEOIVE SPECIFICATIONS, 14 PANELS TO ISE ELITE ALUMINUM CORPORATION ONLY.EXCEPT AS EXPRESSLY c
USE PL PREMIUM OR OAA RT-600(7)CONTINUOUS LINES PER PROVIDED �
SWMGLE 4'-6'OL, FIE7EIN,NO CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.