HomeMy WebLinkAboutProduct Approval MIAMliMDADE
a. . MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) E C 1' �!t'n nww.miamidade.Qov/economy
CertainTeed Corporation
1400 Union Meeting Road JUL 1 4 U
Blue Bell,PA 19422 PEi•;�i1BTT1NG
St. Lucie Ccunty, EL
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. 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: Landmark,Landmark Pro,Landmark Premium,Landmark Impact Resistant,Landmark
Solaris,and Landmark Pro/Architectural 80
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 revises NOA#12-1204.01 and consists of pages 1 through 6.
The submitted documentation was reviewed by Alex Tigera.
UNTY NOA No.: 14-0828.04
MIAMI•DADE CO
...� � Expiration Date:02/28/17
Approval Date:02/12/15
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category Roofing
Sub-Cateeory: Asphalt Shingles
Materials Dimensional
Deck Type: Wood
SCOPE
This renews CertainTeed Landmark, Landmark Pro, Landmark Premium, Landmark Impact Resistant and
Landmark Solaris Shingles as manufactured by CertainTeed Corporation described in Section 2 of this Notice of
Acceptance.
PRODUCT DESCRIPTION
Product Dimensions Test Product Description
Specifications
Certainteed Landmark 131/4'x 383/4" TAS 110 A heavy weight,dimensional asphalt
Manufacturing shingle.
Locations#1,2,3,4,5,6,7,8,9
Certainteed Landmark Pro 131/4'x 383/4" TAS 110 A heavy weight,dimensional asphalt
Manufacturing shingle.
Locations#1,3,4,5,6,9
Certainteed Landmark Premium 131/4'x 383/4" TAS 110 A heavy weight,dimensional asphalt
Manufacturing shingle.
Locations#1,3,4,5,6,8,9
Certainteed Landmark Impact 131/4'x 38 3/4" TAS 110 A heavy weight,dimensional asphalt
Resistant shingle.
Manufacturing
Locations#1,7
Certainteed Landmark Solaris 131/4'x 383/4" TAS 110 A heavy weight,dimensional asphalt
Manufacturing shingle.
Locations#1,8
Certainteed Landmark 131/4'x 383/4" TAS 110 A heavy weight,dimensional asphalt
Pro/Architect 80 shingle.
Manufacturing
Locations#8
Accessory Shingles various proprietary Accessory shingles for hip,ridge and starter
strip applications.
NOA No.: 14-0828.04
MIAMI-DAD,COUNTY Expiration Date: 02/28/17
Approval Date:02/12/15
Page 2 of 6
MANUFACTURING LOCATION(S):
1. Peachtree City,GA.
2. Ennis,TX.
3. Oxford,NC.
4. Shakopee,MN.
5. Avery(Milan),OH
6. Norwood,MA
7. Shreveport,LA.
8. Portland,OR.
9. Wilmington, CA.
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
Underwriters Laboratories,Inc. R684 UL 790 04/02/01
PRI Asphalt Technologies,Inc. PCTC-01-02-01 TAS 100 01/12/01
CTC-006-02-01 TAS 100 11/12/02
PRI Construction Materials Technologies CTC-092-02-01 TAS 100 02/23/12
CTC-091-02-01 TAS 100 02/21/12
CTC-090-02-01 TAS 100 09/02/11
CTC-087-02-01 TAS 100 07/07/11
CTC-086-02-01 TAS 100 07/07/11
CTC-101-02-01 TAS 100 10/05/11
CTC-102-02-01 TAS 100 10/05/11
CTC-109-02-01 TAS 100 01/18/12
CTC-106-02-01 TAS 100 11/02/11
CTC-105-02-01 TAS 100 10/31/11
CTC-089-02-01 TAS 100 07/18/11
CTC-088-02-01 TAS 100 07/18/11
CTC-213-02-01 TAS 100 05/20/14
CTC-212-02-01 TAS 100 05/21/14
CTC-207-02-01 TAS 100 05/20/14
CTC-206-02-01 TAS 100 05/20/14
CTC-110-02-01 TAS 100 02/13/12
CTC-109-02-01 TAS 100 02/13/12
Underwriters Laboratories,Inc. 94NK9632 Wind uplift resistance TAS 107 11/30/00
02NK42448 Wind uplift resistance TAS 107 11/08/02
09CA28873 Letter 07/23/09
I ICA59020 TAS 107/ASTM D3161 01/25/12
1INK07864 TAS 107/ASTM D3161 09/29/11
07CA26696 TAS 107/ASTM D3161 09/21/07
1ICA38844 TAS 107/ASTM D3161 01/28/12
11CA38844 TAS 107/ASTM D3161 01/27/12
11CA38844 TAS 107/ASTM D3161 01/26/12
06CA02648 TAS 107/ASTM D3161 02/23/06
NOA No.: 14-0828.04
M�t+ti•oanE couNrY Expiration Date:02/28/17
Approval Date:02/12/15
Page 3 of 6
06CA28237 TAS 107/ASTM D3161 09/22/06
IONK17366 TAS 107/ASTM D3161 01/04/11
4786334383 TAS 107/ASTM D3161 05/28/14
4786307351 TAS 107/ASTM D3161/ASTM D 3462 05/13/14
11NK08333 ASTM D3462 05/15/12
11NK08333 ASTM D3462 04/15/12
11NK07864 ASTM D3462 09/29/11
11NK08333/Letter ASTM D3462/UL790 11/05/12
11NK08333/Letter ASTM D3462/UL790 11/05/12
11NK08333/Letter ASTM D3462/UL790 11/05/12
12NK13474 ASTM D3462/UL790 05/27/13
4786325932 ASTM D3462/UL790 04/04/14
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.
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
1. Shingles shall be labeled with the Miami-Dade Product Control approved seal as seen below or the wording
"Miami-Dade County Product Control Approved".
IIAMI•MDA DMEC OUNTY
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 Oficial or the applicable code in order to properly
evaluate the installation of this system.
NOA No.: 14-0828.04
MIAMI-DAD,COUNTY Expiration Date:02/28/17
Approval Date:02/12/15
Page 4 of 6
DETAIL A
Rake
Edge
5�
163/4
6
11 6�
11 27 314 6-�
6 32 314
17 , -,
7
s s/aFull Starter
Shingle
Eaves
LANDMARK,LANDMARK PRO,LANDMARK PREMIUM,LANDMARK IMPACT RESISTANT,
LANDMARK SOLARIS,AND LANDMARK PRO/ARCHITECT 80
SHINGLE LAYOUT
NOA No.: 14-0828.04
MIAMI-DAD,COUNTY Expiration Date:02/28/17
Approval Date:02/12/15
Page 5 of 6
DETAIL B
10 38 3/4" —1.1
Release Tape
Nailing area for"low and standard"slopes(from 3.5:12 to 21:12)
Nail between upper$lower nail lines.
1" 12" 14 3/4" 12" 1 13 1/4"
WIDE
►{ {•1 }
NAILING
AREA 7 1/2"
7
5 5/8" g"
Exposure 1
LANDMARK,LANDMARK PRO,LANDMARK PREMIUM,LANDMARK IMPACT RESISTANT,
LANDMARK SOLARIS,AND LANDMARK PRO/ARCHITECT 80
(LOW AND STANDARD SLOPE)
Release Lpe
Nailing area for"steep"slopes(greater than 21:12)
Nail between bottom 2 nail lines.
12" 14 3/4" 12" 131/4"
1" 1"
7 5 5/8" 61/8"
Exposure 7
LANDMARK,LANDMARK PRO,LANDMARK PREMIUM;LANDMARK IMPACT RESISTANT,
LANDMARK SOLARIS,AND LANDMARK PRO/ARCHITECT 80
(STEEP SLOPE
END OF THIS ACCEPTANCE
NOA No.: 14-0828.04
Miartl•�ane couNnr Expiration Date:02/28/17
Approval Date:02/12/15
Page 6 of 6
IR FZ7
I q EXTERIOR RESEARCH&DESIGN,I.I.C.
J U L 1 Certificate of Authorization#9503
TRIg,-1/ It-p® PER:tr31?-f'ii�C 353 CHRISTIAN STREET,UNIT#13
1 i f I GB! St. Lucie County, FL OXFORD,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
TRI-BUILT Roofing Products Evaluation Report A42960.10.12-112
9050 Louisiana Street FL16048-R2
Merrillville,IN 46410 Date of Issuance:10/25/2012
Revision 2: 03/20/2015
SCOPE:
This Evaluation Report is issued under Rule 611320-3 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. TrinityJERD 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 "TrinitylERD 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: 3-111--
A
f,
8:
tr
�C+ -^R�C -^ The facsimile seal appearing was authorized by Robert Nieminen,
Robert J.M.Nieminen,P.E. ti•,s; rw
sis`: P.E.on 03/20/2015.This does not serve as an electronically signed
..1l,nntttna
Florida Registration No.59166,Florida DCA ANE1983 Y -. 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)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.
ti
t
�RINIT'I ERD
I
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by Allied Building Products Corp., 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
1507.2.4,1507.2.9.2,1507.5.3 Physical Properties ASTM D1970 2009
1504.6 Accelerated Weathering ASTM G155 2005
1504.3.1 Wind Uplift FM 4474 2004
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 P33360.06.10 07/01/2010
ERD(TST6049) Physical Properties P33370.03.11 03/02/2011
ERD(TST6049) Physical Properties P33370.04.11 04/26/2011
ERD(TST6049) Physical Properties P369.09.11 09/01/2011
ERD(TST6049) Physical Properties P37300.10.11 10/19/2011
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 544870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014
ERD(TST 6049) Physical Properties 6020.07.14-1 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-5 09/08/2014
FM Approvals(TST1867) Wind Uplift 3004091 01/12/2000
Miami-Dade(CER 1592) FBC HVHZ Compliance 12-1213.10 04/11/2013
PRI(TST5878) Physical Properties PUSA-083-02-01 07/01/2008
UL,U.C.(QUA9625) Quality Control Multiple-Listing 02/27/2012
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 04/12/2012
UL,LLC.(QUA9625) Quality Control Service Confirmation,R14571,2QA Exp.10/24/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/26/2017
4. PRODUCT DESCRIPTION:
4.1 Self-Adhering Underlayments:
4.1.1 Tri-Built Granular-P Shingle Underlayment is a nominal 60-mil thick rubberized asphalt waterproofing membrane,
glass fiber reinforced,with an aggregate surface;meets ASTM D1970.
4.1.2 Tri-Built Tile and Metal HT Underlayment is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing
membrane,fiberglass reinforced,with a polyester fabric surface;meets ASTM D1970 and TAS 103.
4.1.3 Tri-Built Sand-11 SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified
bitumen roof underlayment,with a 36-inch sheet width.
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.
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.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R2
Certificate ofAathorization#9503 FL16048-R2
Revision 2:03/20/2015
Page 2 of 5
TRINI l ERD
5.5 Allowable roof covers applied atop the underlayments are as follows:
TABLE 1: ROOF COVER OPnONS
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate
Shingles &Shingles
Tri-Built Granular-P Shingle Yes No No No Yes Yes
Underlayment
Tri-Built Tile and Metal HT Yes Yes Yes Yes Yes Yes
Underlayment See 5.5.1
Tri-Built Sand-11 SA Shingle Yes No No No 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 Tile and Metal HT Underlayment with 3M1 2-Component Roof Tile Adhesive AH-160 (FL6332), 3M—
Foam Roof Tile Adhesive RTA-1(FL6276)or Dow TileBond(FL717)
5.6 Allowable substrates are noted below:
5.6.1 Direct-Bond to Deck:
Tri-Built Granular-P Shingle Underlayment and Tri-Built Tile and Metal HT Underlayment applied to:
➢ New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed
existing plywood; New or existing unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System"
Panels(designed and installed to meet wind loads for project).
Note:Allied Building Products Corp.does not require priming of new or existing plywood sheathing for use with Tri-Built Granular-P
Shingle Underlayment or Tri-Built Tile and Metal HT Underlayment. New or existing plywood sheathing should be cleaned of all dirt
and debris prior to application of these TRI-BUILT membranes.
Thi-Built Sand 4R SA Shingle Underla}iment_applied to;
!➢_,___Plywood;ASTM D41_primed plywgod;_056;.ASTM"D41 primed 05B;ASTNI D41,primed_structu�al_concrete_
Note•While not required over plywood,Allied Bui_l_d_ing,Products Coip,recommends priming-the deck=if the fin"al_roof cover isnot
slated for installation within 24 hours.
N&e.Allied_Building Products Corp._requires ton&edid-groove=bo`ord"decking be covered with- or OS8'prio_r to instdfldtion
ofthe self=adhefing."underlaymeiit
5.6.1.1 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 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.
5.6.1.1.1 Maximum Design Pressure=-315 psf.
Deck: Structural concrete to meet project requirements to satisfaction of AHI.
Primer: ASTM D41
Underlayment: Tri-Built Tile and Metal HT Underlayment.
5.6.1.1.2 Ali other direct-deck, adhered TRI-BUILT underlayment systems beneath foam-on tile systems carry a Maximum
Design Pressure of-45 psf.
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-112
Certiflcate of Authorization#9503 FL16048-R2
Revision 2:03/20/2015
Page 3 of 5
�PTRRINITYJERD
5.6.2 Bond-to-Insulation:
Tri-Built Granular-P Shingle Underlayment and Tri-Built Tile and Metal HT Underlayment applied to:
➢ ASTM C1289,Type II,Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation;Dens Deck Prime;
or SECUROCK Gypsum-Fiber Roof Board.
Note: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 file systems,insulation attachment
shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in
accordance with FM 4470,Appendix K or TAS 114,Appendix 1.
5.6.3 Bond to Mechanically Attached Base Laver:
➢ ASTM D226,Type I or II felt.
Note:For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified
requirements. For installations under foam-on tile systems,base layer shall be attached per minimum requirements of FRSA/TRI
April 2012(04-12).
5.7 Exposure Limitations:
5.7.1 Tri-Built Granular-P Shingle Underlayment shall not be left exposed for longer than 90-days after installation.
5.7.2 Tri-Built Tile and Metal HT Underlayment shall not be left exposed for longer than 180-days after installation.
5.7.3 Tri-Built Sand-R SA Shingle Underlayment shall not be left exposed for longer than 30-days after installation
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with Allied Building Products Corp. / 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 Granular-P Shingle Underlayment and Tri-Built Tile and Metal HT Underlayment:
6.3.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Sections 1507
for the type of prepared roof covering to be installed.
6.3.2 For non-tile applications:
6.3.2.1 Back-nail selvage edge seams in accordance with the Allied Building Products Corp./TRI-BUILT Back-Nailing Guide.
Nails shall be corrosion resistant,11 gauge ring-shank type with a minimum 1-inch diameter metal disk or Simplex-
type metal cap nail,at a minimum rate of 12"o.c. The head lap membrane is to cover the area being back-nailed.
6.3.2.2 All seal-lap seams(selvage laps)must be firmly
rolled with a minimum 28 Ib. hand roller to
ensure full contact and adhesion. For Tri-Built
Tile and Metal HT Underlayment, align the ,,.
edge of the top sheet to the end of the glue
pattern(the sheet will overlap the fabric).
View of Overlap Sea mi Tri-Built Tile and Metal HT Underlayment
6.3.2.3 Install to ensure full contact with approved substrates. Allied Building Products Corp./TRI-BUILT require a minimum
of 40-Ib weighted-roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied for the
field membrane. Hand rollers are acceptable for rolling of patches,laps(min.28 Ib roller)or small areas of the roof
that are not accessible to a large roller or broom.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R2
Certificate of Authorization#9503 FL16048-R2
Revision 2:03/20/2015
Page 4 of 5
TRII rry j ER®
6.3.3 For the applications(Tri-Built Tile and Metal HT Underlayment only):
6.3.3.1 Reference is made to FRSA/TRI April 2012(04-12)Installation Manual-and Table 1 herein.
6.3.3.2 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to
Polyglass published requirements for tile staging.
6.3.3.3 Battens and/or Counter-battens,as required by the tile manufacturer and FRSA/TRI April 2012(04-12)must be used
on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or sail-
boards,to prevent tile sliding and/or damage to the underlayment during the loading process.
6.3.3.4 The minimum cure time after installation of self-adhering membranes and before loading of roofing tiles is forty-
eight(48)hours
6:4 Tri=Built Sand=R SA Shinele Underlayment:
6.4.1 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.-4:2 For non-tile aacations:
6.-4.2.'1-7 Whil6 primin—,s optional,AlIiedBuiIdifig:Products-Corp_,—recommends_priming the deck-if the finaI foof cover is_not
slated for_irisfallation within 24 hours:
6.4.2.2__ Apply sheet parallel to the roof edge.Roll out a6proxim5t0y"10 ff of membrane-and-peel back the first 3 ft of release
film?
6.4_2. ...-_Adhere theexposed part to the'substrate and unroll tfie"eemaining-membrene as f6f as_possible;
6.4.2.-4., :Once_the_entire length of membrane is_n,place;peel=off the release-film diagonally.while.ho_I_dinigthe membraiie
tight Firmly roll tfie memprane into place to._achieve a bond:
6 4.25"_-_Horiiontal seams should lie-_minimum_3-inchi, configured to shed Water. .Vertical-seams should.be_6-inches an-d
staggered-not,Iess-than 2-ft from=vertical seams in the course below._All_over=granule end-laps shall be sealed using
either heat_welding brhot aie welding techniques:
64:2 6 a-=-_1Nh6fi_installing afslopes abo_ve_812,—Allied Building=Products_Corp_recommendsback=sailing,in the overlap area at
the top of the gHeef 6f 12-inch 6 c
6A-.2.'7"--'_,For Valleys and Ridges_=Cui underlayment_into-4'to 6=foot1engfhs. Peel-tfieceleasepaper and_center_sheet:over.
valley or ridge Drape and press sheet into place,Working from the center of theavalley or edge in each direction-,For
valleys,apply_the sheet starting of ttie_lowest point;and work upward:
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,U.C. Evaluation Report A42960.10.12-R2
eertificate of Authorization#9503 F1.16048-112
Revision 2:03/20/2015
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