HomeMy WebLinkAboutProduct Approval EC°°I # :
APR I I
MIAMI- PERrqln"I;yG
St. Lucie Count F1 MIAMI-DADE COUNTY
r PR6DUCT CONTROL SECTION
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 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) www.miamidade.Eov/vera
Owens Corning Roofing and Asphalt,LLC
One Owens Corning Parkway
Toledo,OH 43659
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 PERA-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. PERA 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: Duration®,Duration®Premium,TruDefinition®Duration®,and TruDefinition®Duration®
Designer Colors Collection
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# 11-0919.05 and consists of pages 1 through 6.
The submitted documentation was reviewed by.Alex Tigera.
MAMI•DADE COUNTY Y NOA No.:12-0309.01
Expiration Date: 07/19/16
Approval Date:07/19/12
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub-Category: Asphalt Shingles
Materials Laminate
Deck Type: Wood
SCOPE
This approves a roofing system using Owens.Corning Duration®and Duration®Premium asphalt shingles
manufactured by Owens Corning as described in Section 2 of his Notice of Acceptance.
PRODUCT DESCRIPTION
Product Dimensions Test Product Description
Specifications
Duration® 13 %"x 39 3/8" TAS 110 A heavy weight,fiberglass reinforced four tab
Manufacturing asphalt shingle with continuous bead of
Locations#1,2 sealant.
Duration®Premium; 13 '/4'x 39'/8" TAS 110 A heavy weight,fiberglass reinforced four tab
TruDefinition®Duration®; asphalt shingle with large nail area with
TruDefinition®Duration® continuous bead of sealant.
Designer Colors Collection
Manufacturing
Location#1,2,3,4
Duration® 13 '/4'x 39 3/8" TAS 110 A heavy weight,fiberglass reinforced four tab
Manufacturing asphalt shingle with dashed bead of sealant.
Location#1,2,3
Duration®Premium; 13 '/4'x 39 3/8" TAS 110 A heavy weight,fiberglass reinforced four tab
TruDefinition®Duration®; asphalt shingle with dashed bead of sealant.
TruDefinition®Duration®
Designer Colors Collection
Manufacturing
Location#1,2,3,4
MANUFACTURING LOCATION
1. Jacksonville,FL
2. Memphis,TN
3. Savannah,GA
4. Irving,TX
NOA No.:12-0309.01
M ff!1AD;COUNTY Expiration Date: 07/19/16
Approval Date:07/19/12
Page 2 of 6
EVIDENCE SUBMITTED
Test AEeney Test Identifier Test Name/Report Date
PRI Asphalt Technologies,Inc. OCF-157-02-01 TAS 100 10/26/10
OCF-102-02-01 TAS 100 11/12/07
OCF-156-02-01 TAS 100 10/26/10
OCF-163-02-01 TAS 100 12/10/10
OCF-164-02-01 TAS 100 12/10/10
OCF-098-02-01 TAS 100 02/22/07
OCF-099-02-01 TAS 100 02/26/07
OCF-102-02-01 TAS 100 11/12/07
OCF-172-02-01 TAS 100 05/26/11
OCF-179-02-01 TAS 100 02/02/12
Underwriters Laboratories,Inc. 07CA39536 TAS 107 11/11/07
03NK04954 TAS 107 03/28/03
03NK04954 TAS 107 03/11/03
1ONK13947 TAS 107 11/12/10
11CA15662 TAS 107 05/27/11
11NB21712 TAS 107 02/18/12
07CA02026 ASTM D 3462 01/26/07
12CA12180 ASTM D 3462 03/01/12
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 9N-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 Seal as seen below,or the wording"Miami Dade County
Product Control Approved".
MIAMI•DADE COUNTY
...G
NOA No.: 12-0309.01
MIAMI•DAD,COUNTY Expiration Date: 07/19/16
Approval Date:07/19/12
Page 3 of 6
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.
DETAIL A
DGE OF ROOF
THIRD COURSE
i
i
2'-
SECOND COURSE
L
rA/// Ui
i
L
rA//// r//////A
FIRSTCOURSE
IM _M W M M M I
NOA No.: 12-0309.01
MwMl•naDe couNTY Expiration Date: 07/19/16
Approval Date:07/19/12
Page 4 of 6
DETAIL B
DURATION&TRUDEFINITION®DURATION®
(SEALANT MAY BE CONTINUOUS OR DASHED.NOT SHOWN IN THE DETAIL DRAWINGS)
Dc
m
m m
CL
Z
m T
n
O N
7 CD
co 2.
ca
C 7
Zm
=m
II
m o N m (n
� 61 N N Dl N
aam n�
a o to to
tum � m mm
m � mm 0 °'
CL
m
°1 0
3'o
m m
N
m
a
m
N
NOA No.: 12-0309.01
MIAMI•DADE COUNTY
...� � Expiration Date: 07/19/16
Approval Date:07/19/12
Page 5 of 6
0'Nal,Patten
Fswom?tie 0 cbi(is
Ar• sT�cls�reis)36'e�ir
'l�l�
1Y
s
z
5 ,8"Exp"%"
MAX MUM SLOPE 21:12
6 Nail
Pattern aw rddtjofcd ofs9t
Esque 7Ta {Tw w a d}i i)3Ts
de 6cPavo.s a :airV ;z-.1-7a1
T%VExp more F-VOSUre-
5*pldg:,dtl ali"WR Chris 5ti ,aIdg.CIL ev 090M
SLOPE GREATER THAN 21:12
END OF THIS ACCEPTANCE
NOA No.: 12-0309.01
MIAMI-DAD,COUNTYM Expiration Date: 07/19/16
Approval Date:07/19/12
Page 6 of 6
EXTERIOR RESEARCH&DESIGN,I.I.C.
APR 1 1 2016 Certificate of Authorization#9503
RI Ill(I((ER® PERIMITTING 353 CHRISTIAOXFORD,�
U NIT#13
ICT 6478
1 5i:. Lucie County, FL PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
TRI-BUILT Roofing Products Evaluation Report A42960.10.12-112
9050 Louisiana Street FL16048-112
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 IERD 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 b �attlrrn
'4U
••,0�., •_.--1 a r,:
Robert J.M.Nieminen P.E. �ryFs+�r .•'
The 3/20/015.al his do snotswas rveadbyRobertNieminen,
� 'i1.'��.`�" P.E.on 03/20/2015.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCA ANE1983 6`•. document Signed,sealed hardoopies 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 I 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.
�4
`T TRINITY j ER®
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 TA5103 1995
3. REFERENCES:
inti 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 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,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,R14571,2CW 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-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 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.
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 A42960.10.12-112
Certificate of Authorization#9503 FL16048-R2
Revision 2:03/20/2015
Page 2 of 5
\'\J
TR1N1-Y 1 ER®
5.5 Allowable roof covers applied atop the underlayments are as follows:
TABLE 1: ROOF COVER OPTIONS
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-R SA Shingle Yes No No No Yes Yes
Underlayment
5.5.1 "Foam-On Tile" is limited to use of the following Approved the adhesives unless tensile adhesion/long term aging
data from an accredited testing laboratory is provided.
➢ Tri-Built Tile and Metal HT Underlayment with 31MTM 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.
Tri-Built-Sand-11 SA Shingle Underlayment applied'-
k __Plywood;ASTM.D41„primed plywood,,OSB,ASTMvD41 primed OSB;ASTM D41 primed structural concrete:
Note:While not required over PlyAingProducts_Corp.-recommends prmingthe deck ifthe finofroof ed4d is_no_to , id
slated for installation within 24 houis.
Note:Allied Building Pioducts Corp requires"tongue-dnd groove board decking He-cover^ed with p/yw_ood o-r OSB prior to install9tiori
o`f the self=adh&04& derlayrnenV
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 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. Evaluation Report A42960.10.12-R2
Certificate of Authorization#9503 FL16048-112
Revision 2:03/20/2015
Page 3 of 5
QQ0
TRfNIW J ER®
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 po lyisocyanu rate 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 the 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 the 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-13 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
is
rolled with a minimum 28 Ib. hand roller to t•. 4 ;
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).
��t M
i.
t :g
y
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-lb 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 I ER®
6.3.3 For tile applications(Tri-Built rile and Metal HT Underloyment 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 Undeilayminif
6...4.1 Shall be in-stalled in compliance with the requirements for ASTM-D1970 und6rlayment in FBC_Sections 1507-foF tfie
type of prepared-roof coverinkf6be-installed
6.4:2 For rioii=tile aoolicati6fi
6:4:2:1- __- hilepiire—c --en—ds
pimigndif the fiahoofcoved its notmngooaAeumr =
Mated for iristailation within 24 hours:
6.4 2 2 Apply sheef.parallel:to tha roof edge.-Ro{t out approximately-10 ft of meinbraneand.peel back-the first 3 ft of release
film:
6;4.2:3Adhere the ezposed_partto_the substrate grid unroll the remaining membrane as far as.possible:
6.4.2.4 ---;Once the entire,length of-membrane-is in-place;-peel-off the_release film diagonally,While_holdirik-the_frembrane
tight. Flrmly:rollahe membrane into place fo achieve a 6ontl:
6:4.2.5-e Horizontaiseams should be minimum 3-inches,,configured-to_shed_Water Vertical seams should be 6=inches and
'staggered_notless than 2-ft from vertical seams in thecourse below,=All_overgranule end-laps shall besealed using
either heat=welding_o_r hotair welding techni ues.'
--4-!6` When installing at slopes_aboyeB 12;Allied Building Prod_----orp_reco- e back=nailing in_the ov_erlaP,area at
the top of the sheet at 12-inch oc',
6.4-27 1-1111L For Valleys and.,Ridges: Cut underlayment nto:4 to_6-foot lengths. Peel the release-paper aril cenfer_sheet over
valley or ridgeDcap_e_and-ppss sheet_- place,- --1- from_t-- ceri_--- f 1h valley o�rridge in--eacFTdirection:'Fob
valleys apply the sheet starting at the_lo e- 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,LLC. Evaluation Report A42960.10.12-R2
Certificate of Authorization 719503 F1.36048-112
Revision 2:03/20/2015
Page 5 of 5