HomeMy WebLinkAboutProduct ApprovalMIAMI DARE
BZUiip JUL 2 1716
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
CertainTeed Corporation
1400 Union Meeting Road
Blue Bell, PA 19422
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.eov/economv
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.
MIAMI•DADE COUNTY
APPROVED
„AO'.
NOA No.: 14-0828.04
Expiration Date: 02/28/17
Approval Date: 02/12/15
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Cateeorv:
Sub-Cateeorv:
Materials
Deck Tyne:
Roofing
Asphalt Shingles
Dimensional
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
Certainteed Landmark
Manufacturing
Locations #1, 2, 3, 4, 5, 6, 7, 8, 9
Certainteed Landmark Pro
Manufacturing
Locations #1, 3, 4, 5, 6, 9
Certainteed Landmark Premium
Manufacturing
Locations #1, 3, 4, 5, 6, 8, 9
Certainteed Landmark Impact
Resistant
Manufacturing
Locations #1, 7
Certainteed Landmark Solaris
Manufacturing
Locations #1, 8
Certainteed Landmark
Pro/Architect 80
Manufacturing
Locations #8
Accessory Shingles
MIAMI•DADE COUNTY
APPROVED
Dimensions Test
Specifications
131/4' x 38 3/4" TAS 110 A heavy weight,
shingle.
Product Description
131/4' x 38 3/4" TAS 110 A heavy weight,
shingle.
131/4" x 38 3/4" TAS 110 A heavy weight,
shingle.
13'/4" x 3834" TAS 1'10 A heavy weight,
shingle.
131/4' x 38 3/4"
131/4' x 38 3/4"
various
dimensional asphalt
dimensional asphalt
dimensional asphalt
dimensional asphalt
TAS 110 A heavy weight, dimensional asphalt
shingle.
TAS 110 A heavy weight, dimensional asphalt
shingle.
proprietary Accessory shingles for hip, ridge and starter
strip applications.
NOA No.: 14-0828.04
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
Underwriters Laboratories, Inc.
PRI Asphalt Technologies, Inc.
PRI Construction Materials Technologies
Underwriters Laboratories, Inc.
MANMADE COUNTY
APPROVED
Test Identifier
R684
PCTC-01-02-01
CTC -006-02-01
CTC -092-02-01
CTC -091-02-01
CTC -090-02-01
CTC -087-02-01
CTC -086-02-01
CTC -101-02-01
CTC -102-02-01
CTC -109-02-01
CTC -106-02-01
CTC -105-02-01
CTC -089-02-01
CTC -088-02-01
CTC -213-02-01
CTC -212-02-01
CTC -207-02-01
CTC -206-02-01
CTC -110-02-01
CTC -109-02-01
94NK9632
02NK42448
09CA28873
11 CA59020
11NK07864
07CA26696
11CA38844
11CA38844
11CA38844
06CA02648
Test Name/Report
UL 790
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
Wind uplift resistance TAS 107
Wind uplift resistance TAS 107
Letter
TAS 107/ ASTM D3161
TAS 107/ ASTM D3161
TAS 107/ ASTM D3161
TAS 107/ ASTM D3161
TAS 107/ ASTM D3161
TAS 107/ ASTM D3161
TAS 107/ ASTM D3161
Date
04/02/01
01/12/01
11/12/02
02/23/12
02/21/12
09/02/11
07/07/11
07/07/11
10/05/11
10/05/11
01/18/12
11/02/11
10/31/11
07/18/11
07/18/11
05/20/14
05/21/14
05/20/14
05/20/14
02/13/12
02/13/12
11/30/00
11/08/02
07/23/09
01/25/12
09/29/11
09/21/07
01/28/12
01/27/12
01/26/12
02/23/06
NOA No.: 14-0828.04
Expiration Date: 02/28/17
Approval Date: 02/12/15
Page 3 of 6
06CA28237
10NK17366
4786334383
4786307351
11NK08333
11NK08333
11NK07864
11NK08333/Letter
11NK08333/Letter
11NK08333/Letter
12NK13474
4786325932
TAS 107/ ASTM D3161
TAS 107/ ASTM D3161
TAS 107/ ASTM D3161
TAS 107/ ASTM D3161/ASTM D 3462
ASTM D3462
ASTM D3462
ASTM D3462
ASTM D3462 / UL790
ASTM D3462 / UL790
ASTM D3462 / UL790
ASTM D3462 / UL790
ASTM D3462 / UL790
09/22/06
01/04/11
05/28/14
05/13/14
05/15/12
04/15/12
09/29/11
11/05/12
11/05/12
11/05/12
05/27/13
04/04/14
LIMITATIONS
1. Fire classification is not part of this acceptance; refer to a current Approved Roofmg 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".
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.
MANMADE COUNTY
APPROVED
NOA No.: 14-0828.04
Expiration Date: 02/28/17
Approval Date: 02/12/15
Page 4 of 6
11
Rake
Edge
-6
DETAIL A
16 3/4
Full
Shingle
Eaves
S to rte r
LANDMARK, LANDMARK PRO, LANDMARK PREMIUM, LANDMARK IMPACT RESISTANT,
LANDMARK SOLARIS, AND LANDMARK PRO/ARCHITECT 80
SHINGLE LAYOUT
MIAMI•DADE COUNTY
APPROVED
NOA No.: 14-0828.04
Expiration Date: 02/28/17
Approval Date: 02/12/15
Page 5 of 6
WIDE
NAILING_
AREA
DETAIL B
38 3/4"
I //////////////////// Release Tape//////////////////
Nailing area for "low and standard" slopes (from 3.5:12 to 21:12)
Nail between upper & lower nail lines.
14 3/4" _�= 12" -H 13 1/4"
— — 1..
-WWWM
I -f 7 1/2"
Exposure 6"
1 i r
LANDMARK, LANDMARK PRO, LANDMARK PREMIUM, LANDMARK IMPACT RESISTANT,
LANDMARK SOLARIS, AND LANDMARK PRO/ARCHITECT 80
(LOW AND STANDARD SLOPE)
7////////////////////”Tape//////////////////
Nailing area for "steep" slopes (greater than 21:12)
Nail between bottom 2 nail lines.
14 3/4"
12" _ _
5 5/8"
Exposure
❖:❖:o:�:❖::❖:'
12" _ 13 1/4"
1"—e-1 —
6 1/8"
ir
LANDMARK, LANDMARK PRO, LANDMARK PREMIUM, LANDMARK IMPACT RESISTANT,
LANDMARK SOLARIS, AND LANDMARK PRO/ARCHITECT 80
(STEEP SLOPE)
END OF THIS ACCEPTANCE
MIAMI•DADE COUNTY
APPROVED
NOA No.: 14-0828.04
Expiration Date: 02/28/17
Approval Date: 02/12/15
Page 6 of 6
RECEIVED JUL 217616
ERD
FILE COPY
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
TRI -BUILT Roofing Products Evaluation Report A42960.10.12 -R2
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 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(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 "TrinityIERD 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:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 03/20/2015. This does not serve as an electronically signed
document. Signed, sealed hardcoples have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity ERD 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 Trinity1 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.
!INITY 1 ERD
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:
Entity 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 544870.04.14-3 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 (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, LLC. (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-Adherine 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 -R 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 Trinity1 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.
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.
Certificate of Authorization 119503
Evaluation Report A42960.10.12 -R2
FL16048-R2
Revision 2: 03/20/2015
Page 2 of 5
nO
�I TRINITY
5.5 Allowable roof covers applied atop the underlayments are as follows:
ERD
TABLE 1: ROOF COVER OPTIONS
Underlayment Asphalt Wood Shakes
Nail -On Tile Foam -On Tile Metal Slate
Shingles & Shingles
Tri -Built Granular -P Shingle Yes No No No Yes Yes
Underlayment
Tri -Built Tile and Metal HT Yes
Underlayment Yes Yes See 5.5.1 Yes Yes Yes
Tri -Built Sand -R SA Shingle
Underlayment Yes No No No Yes Yes
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 3MTM' 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.
igiatiuiltWncIZI AVSningletYncierlaymentlaPPiiecaol
w d A- M 04 ri ed i' ood' OSB'
ASTM 04
m
d OSB.
ASTM
44 .ri ed structi§rallconcretej
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Isla todgorrrnstatrationtwltautr24jboursg
NYote:minedteuttainmrotltretsteormeauiresitonauezana;arpovefooaralaecxrngloelcoverealwitnlplywooafar[U3t Oraoritolinstatiatton
piiftnessert_aanermal unaerI avmen t1
5.6.1.1 Wind Resistance for Underlavment 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 osf.
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: ASTM D41
Underlayment: Tri -Built Tile and Metal HT Underlayment.
5.6.1.1.2 All 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, LLC.
Certificate of Authorization #9503
Evaluation Report A42960.10.12 -R2
FL16048-R2
Revision 2: 03/20/2015
Page 3 of 5
'I1INIT'
ERD
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 tile 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 J.
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
April2012 (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 Shinele Underlavment and Tri -Built Tile and Metal HT Underlavment:
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 Seam; 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.
Certificate of Authorization #9503
Evaluation Report A42960.10.12 -R2
FL16048-R2
Revision 2: 03/20/2015
Page 4 of 5
QINITY
ERD
6.3.3 For tile 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 nail -
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
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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, LLC.
Certificate of Authorization #9503
Evaluation Report A42960.10.12 -R2
FL16048-R2
Revision 2: 03/20/2015
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