HomeMy WebLinkAboutProduct Approval EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
TRINi-rY I 353 CHRISTIAN STREET,UNIT#13
ERD OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT
TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-116
PO Box 70 FL16048-R6
Rutherford, NJ 07070 Date of Issuance:10/25/2012
(800)516-1485 Revision 6: 09/25/2017
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 6th Edition (2017) 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 o.r the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD 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 6.
Prepared by: `.R,.►+itn`tnnfn,/._
Robert J.M.Nieminen,P.E. '+�ijs�*C}"t- The facsimile seal appearing was authorized by Robert Nieminen,
Florida Registration No.59166,Florida DCA ANE1983 ""rPr r g
P.E.on 09/25/2017.This does not serve as an electronicallysigned
document.
CERTIFICATION OF INDEPENDENCE: ,
1. Trinity I 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. Trinityl 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 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.
ROOFING COMPONENT EVALUATION: '
1- SCOPE:
Product Category: Roofing '\
Sub-Category Undedayment
Compliance Statement: TRI-BUILT Roof Uodedayments, as produced byTRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the 6'h Edition(2017)Florida Building Code through testing
inaccordance with the following Standards. Compliance issubject tothe Installation Requirements and Limitations
/
Conditions ofUse set forth herein.
2. 8TAmoxRms:
Section Property Standard Year
1504.3.1 Wind Resistance pKx4474 2011
1504.3.1 Wind Uplift uL1897 ZOza
1504.6 Accelerated Weathering ASTM G155 2005
1507.2.4/1507.1.1,1507.2.9,2 Physical Properties ASTM Dz97u 2015
15073.3 Physical Properties pn8A/TmApril z01z(O4'z2) zolZ
3' 8Epcnsmccsr
Entfty Examination Reference Date
sRo<TST60«S> Physical Properties S4054882.1*1 02/19/2013
ERo(TsTGo49) Physical Properties s40540.11.13 11/I9/2013
sRo(TSTGO49) / Physical Properties S40s40.03.14 03/36/I014
sRo(TST6Oug) Physical Properties S44870.04.142 04/02/2014
cRo(TS75O49) Physical Properties S44870.04.14-3 04/02/2014
swo(TsT6u49) Physical Properties s44870.04.14-1 04/10/201*
cRo(TsT6O49) Physical Properties s44870.04.14'4 04/10/2014
sRo(TSTGu^9) Physical Properties S43530.02.14-1'nl 05/14/2014
EVo(TS76o49) Physical Properties s43530.05.14 05/28/2014
cRo(TsTGn49) Physical Properties S40540.10.14 10/31/2014
ERo(TsT5OoB) Physical Properties 5[7645.02.15 02/13/2015
sRo(TsT6O49) Accelerated Weathering s[8520.04.15 05/27/2015
Eno(TSTSn4g) Wind Resistance s[I4045.05.17'n1 06/07/2017
UL,LbC.(QVA96Z5} Quality Control oxv|up(e'LisUnKnl68zo 12/10/2015
UL,LL[.(QU^3oZ5) Quality Control Service Confirmation sxp.07y18/2020
4. PRODUCT DESCRIPTION:
4.1 Tri-Built Sand'RS4Shingle Wndedayment is a self-adhering, glass-mat reinforced, sand*urfaced' 5135
modified bitumen roof underlayment,with a 36-inch sheet width;meets ASTM D1970.
4.2 Tri-Built S/A HT TU Onderlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified
bitumen roof under|ayment;meets ASTM D1y7Oand FR5AvTR|April ZO12.
4.3 Tri-Built Smooth HT S/A Under|ayrment is a self-adhering, glass-mat reinforced, film-surfaced, 385
modified bitumen roof undedayment;meets AI7K4D197U.
S. Urmnun|Oms:
5.1 ' This is a building code evaluation. Neither Trinity[ERD nor Robert Nieminen, P.E. are, in anyway, 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 isnot for use inFB[HVHZjurisdictions.
5.3 Fire C|oszificaUhn is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings ofthis product.
Exterior Research and Design,LLC, Evaluation Report nwzyou.m.zz'no
Certificate*yxvmhvxzamonxysua 6"EDITION(20xnracmom'xv*ZEVALUATION a16048'136
TRI-BUILT Roof umuemovments/(8o0)s1a-1*os Revision a.oy/ $auzr
Page zmo
S r
I
I �
I
TRINIIY+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
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
I
� 5.5 Allowable Roof Covers:
DOVER
i
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
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/underlayment combinations.
tTABLE 'ALLOWABLETILE ADHESIVE/UNDERLAYMENT COMBINATIONS:
Adhesive Florida Product Approval Underlayments
i ICP Adhesives Polyset®AH-160 FL6332 Tri-Built S/A HT TU Underlayment
Dow TileBondTl FL22525 Tri-Built S/A HT TU Underlayment
5.6 Allowable Substrates:.
5.6.1 Direct-Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine;ASTM D41
primed Southern Yellow Pine;ASTM D41 primed structural concrete.
While not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT Materials Group,LLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note:
TRI-BUILT Materials Group, LLC 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-11 SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
i Dens Deck Prime;SECUROCK 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:
i Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6
j Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION - FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 3 of 6
a�.
s;
\.
fRINIT YE�
5.6.3 Bond to Mechanically Attached Base Laver:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A t
Underlayment applied to:
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).
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems, where
the underlayment forms part of the load-path. The following wind uplift limitations apply to 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 FRSA/TRI April 2012(04-12), Appendix A,Table 1A or
FBC 1609 for determination of design wind pressures.
#1 Maximum Design Pressure=-45.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional)ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
#2 Maximum Design Pressure=-67.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
.Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
#3 Maximum Design Pressure=-150.0 psf:
Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit
adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp
splinters and wood projections shall be removed/sanded.
Primer: (Optional)RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment, self-adhered, shall be thoroughly roll using hand
roller and/or weighted roller to ensure there are no voids, and ensure there are no
voids/bridging at side and end-laps.
#4 Maximum Design Pressure=-60.0 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
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.
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 4 of 6
3
i
t
x., TRINITY`ERD
5.6.4.1 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1
design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an
attachment density designed by a qualified design professional to resist the elevated pressure criteria.
Commonly used methods are ANSI/SPRI WD1„FM Loss Prevention Data Sheet 1-29 and Roofing
Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements.
5.7 Exposure Limitations:
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
Tri-Built S/A HT TU Underlayment shall not-be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12)):
When loading roof tiles on the underlayment in direct-deck tile assemblies,the-maximum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles.
f w TABLE'2 TILE SLIPPAGE UNIITATIONS FOR DIRECT DECK TILE INSTALLATIONS ss:
Underlayment Tile Profile Staging Method Maximum
Slope
Flat Max.10-tile stack 6:12
Lugged Max.10-tile stack 5:12
'Max.10-tile stack(bottom 2-tile stack
shall be inverted,followed by 8 tiles high 6:12
on slope,as shown below)
N.
Tri-Built S/A HT TU
�
Underlayment
Lugged
t-
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization 119503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 5 of 6
I
TRINITY�ERD ,
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall, be installed in accordance with TRI-BUILT Materials Group, LLC
published installation requirements subject to the Limitations set forth in Section 5 herein and the
specifics noted below.
6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application,and prime the substrate(if applicable).
6.3 Tri-Built Sand-R SA Shingle Underlayment Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.3.2 Non-Tile applications:
While priming is optional, TRI-BUILT Materials Group, LLC 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 Materials Group,LLC requirements.
When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back-nailing in the
overlap area at the top of the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys,apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications(Tri-Built S/A HT TU 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. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile
staging.
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:
Gulfport, MS
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-R6
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 6 of 6
4/26/2018 Florida Building Code,Online
,gam
A•fYJsat I� J� -
i lit n,
BCIS Home , Log In ' User Registration I Hot Topics Submit Surcharge ( Stats&Facts ": Publications FBC Staff ; BCIS Site Map Links Search
Florida
ry r'�rt Product Approval
d� . r
I . �
c USER:Public User
Product Approval Menu>Product or Application Search>Application Lis[>Application Detail
FL# FL10674-1113
L f. S Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Owens Corning,
Address/Phone/Email One Owens Corning Parkway
Toledo,OH 43659
(740)404-7829
greg.keeler@owenscorning.com
Authorized Signature Greg Keeler
greg.keeler@owenscorning.com,
Technical Representative Mel Sancrant
Address/Phone/Email 1 Owens Corning PKWY
Toledo,OH 43659
(419)376-8360
mel.sancrant@owenscornig.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
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 J.M.Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 05/16/2020
Validated By John W. Knezevich, PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL10674 R13 COI 2017 01 COI Nieminen.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D3161 2016
ASTM D3462 2010
ASTM D7158 2011
I
Equivalence of Product Standards
Certified By
i
Sections from the Code
I
I.�s....:I/,.�..,..41...:.7..1...:I.r;:....
--1-1—.+n.. .dHIn7nui0/_Z.10%Zrl
I F
I f
Florida Building Code Online
e -
Product Approval Method Method 1 Option D
Date Submitted 10/10/2017
Date Validated 10/11/2017
4 Date Pending FBC Approval 10/15/2017
P Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description i
10674.1 Owens Coming Asphalt Roofing 3-tab,4-tab,5-tab,laminated,starter and hip&ridge shingles
Shingles and Starters
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL10674 R13 II 2017 10 FINAL ER OC ASPHALT
Approved for use outside HVHZ:Yes SHINGLES F1_10674-R13.p�f
Impact Resistant: N/A Verified By: Robert J. M. Nieminen PE-59166
Design Pressure:N/A Created by Independent Third Party: Yes
Other:Refer to ER,Section 5. Evaluation Reports
FL10674 R13 AE 2017 10 FINAL ER OC ASPHALT
SHINGLES FL10674-R13.ppd
Created by Independent Third Party:Yes
&,•t,r
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Logyright 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
mail 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 emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,
please click here.
Product Approval Accepts:
Trsi" aw s ECAs -y t.
Credit Card
Safe
i
hH....�.1/.........fl...:.L.G...:1.1:........./...r..� ...... .�H........7..........._...I•C�iv�..an_ao�l�r.Dict iai n�,.�-rm nen..-s..�n_.Inman..-rrr:..rnr�--sa.-�_-s_--m n�ni n�
�
v .
`
EXTERIOR RESEARCH&DESIGN, LLC.
�
Certificate vyy,mumummmaa3
353CHRISTIAN STREET,UNIT#l3
&���� 'K-�� ����
8 ��U� "�� 8 0 "-/^�� OXFORDCT 06478
(203)262-9245
EVALUATION REPORT
Owens Corning Evaluation Report 03794OJl2'12'R8
One Owens Corning Parkway F1.10674-1113
T6|edu'OH43659 Date mfIssuance:02y&6/2U1J
(740)404-7829 �. Revision 8: I0/09/2017
`
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 [ode and Florida Building Code,,Residential Volume. The
products described herein have been evaluated for compliance with the G'h~ Edition (2017) Florida Building Code
sections noted herein.
DcsCn|pnom: Owens Corning Asphalt Roof Shingles '
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein and FOC 1507'2'7.1/R905.2'6.1.
CONTINUED CQxxpuxmcs: 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 Niemirien, P.E. if the
product changes o/ the referenced Quality Assurance documentation changes. ,TrinitylERD 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 "Trinityl ERD 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 ufpages 1through 8.
`
Prepared by: '
Robert J.K4.Niem\nen,P.E. The appearing muauthorized»,Robert
nomm'xro$ovmmNo.59o*�pmxuoDCA xw�mo �_~""~"`' o�mo^n'ps.00mm� z
10/09/2017.This serve does not~/e*m"/oovsigned document.
CERTIFICATION c*INDEPENDENCE:
z. Trinity|sno due, not have, nor does it intend toacquire o, will it acquire, afinvnc/a| interest inany company manufacturing o,
distributing products|tevaluates. �
l. Tiioitv|E IID 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,aAnancia/interest many company manufacturing o,distributing products for
'
which the evaluation reports are being issued.
4. Robert N/rminen'P.E.does not have,nor will aonvia.a financial interest in any other entity involved in the approval process ofthe
product.
_ 5. This is building code evaluation. Neither Trinity|cnDnor Robert wieminen' P.E. are, inany way, the o�n�pprofRecord for any
pu4e�onwh�hrhb6m|ua�unnepvrtorpr�xou,"e,duns�era�is�v�v�dfor pennUVngo,deggngv)danununless retained
/
specifically for that purpose.
/
.
!
'
`
TRINITY ERD
;.b
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Asphalt Shingles
Compliance Statement: Owens Corning Asphalt Roof Shingles,as produced by Owens Corning, have demonstrated
compliance with the following sections of the 6th Edition (2017) Florida Building Code and Florida Building Code,
Residential Volume 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
1507.2.5,R905.2.4 Physical Properties ASTM D3462 2010
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2016
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2011
3. REFERENCES:
Entit Examination Reference Date
UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.3 02/15/2007
UL LLC(CER9626) Physicals&Wind Resistance 20120516-R2453 05/16/2012
UL LLC(TST9628) Physical Properties 06CA20263 04/18/2006
UL LLC(TST9628) Wind Resistance 11CA34308 02/18/2012
UL LLC(TST9628) Physicals&Wind Resistance 4786093137 02/01/2014
UL LLC(TST9628) Wind Resistance 4786126532 02/10/2014
UL LLC(TST9628) Physical Properties Classification letter .02/13/2014
UL LLC(TST9628) Physical Properties Classification letter 10/02/2015
Miami-Dade(CER1592) FBC HVHZ Compliance Various NOAs Various
UL LLC (QUA9625) Quality Control Service Confirmation Exp.05/16/2020
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Classic and Supreme' are fiberglass reinforced,3-tab asphalt roof shingles.
4.1.2 Berkshire' are fiberglass reinforced,4-tab asphalt roof shingles.
4.1.3 Devonshire"'are fiberglass reinforced,5-tab asphalt roof shingles.
4.1.4 Duration', TruDefinition' Duration',.Duration Premium Cool, TruDefinition Duration Designer Color
Collection, TruDefinition'0akridge', Oakridge and WeatherGuard' HP are fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Hip&Ridge Shingles:
4.2.1 Berkshire Hip & Ridge Shingles, High Ridge, WeatherGuard HP Hip & Ridge Shingles, ProEdge Hip & Ridge
Shingles and DuraRidge'" Hip&Ridge Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles.
4.3 Accessory Starter Strips:
4.3.1 Starter Strip Shingle,Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
5. 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 FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory
for fire ratings of this product.
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6" EDITION(2017)FBC NON-HVHZ EVALUATION F1.10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 2 of 8
h
TRIN Y ERD
5_4 Wind Classification:
f`
5.4:1 All Owens Corning asphalt shingles noted herein are Classified in accordance with.FBC Tables 1507.2.7.1
and R905.2.6.1 to ASTM D3161,Class F and/or ASTM D7158;Class H, indicating the shingles are acceptable
for use in all wind zones, up to Vmd = -150 mph (Vint =,194 mph). Refer to Section 6 for installation
requirements to meet-this wind rating.
5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein are
Classified in accordance with FBC.Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the
shingles are acceptable for use in all wind zones up to Vesd=150 mph (V„It=194 mph), Refer.to Section 6 for
installation requirements to meet this wind rating.
5.4.3 Classification by ASTM D7158 applies to exposure category B or C, as defined in FBC 1609.4.3, and a mean
roof height of 60 feet or less. Calculations by a qualified design professional are required for conditions
outside these limitations.. Contact the shingle manufacturer for data specific to each shingle.
5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations.
5.5 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C.Rule 611320-3.
6. INSTALLATION:
6.1 Underlayment:
6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product
I
Approval,or be Locally Approved per Rule 61G20-3,per FBC 1507.2.3,1507.2.4 or R905.2.3.
6.2 Asphalt Shingles:
6.2.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions, using
minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following
exceptions:
Berkshire'shingles require minimum five(5)nails per shingle.
WeatherGuarde HP.shingles require minimum six(6)nails per shingle.
Devonshire''shingles require minimum six(6)nails per shingle.
Starter Strip Shingle and Starter Strip Plus require minimum five(5)nails per strip.
Refer to Owens Corning published information on wind resistance and installation limitations.
6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or 11905.2.5. Staples are not permitted.
6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. See figures below for details.
6.2.5 Minimum Nailing-Starter Strip Shingle and Starter'Strip Plus:
FeltIunderlayment Deck F&..undertayment i; Deck Self4dhered
Weatheriock8
Seff•adhered c. undedayment
WeatherLocke
( -_ underlavment `=
i
fi Drip edge
DripDrip edge Drip—
edge �.•r;, edge
_ Nails located
-Nails located 2'-3'from eave
2"-3"from eave
Install first Self-sealing adhesive SeB4oaling adhesive
Starter Stripp •�. Positioned along eave Instal first Starter Strip Plus positioned along eave
shingle with
P 9 with 16-removed
6"removedStarter Strip Pius overhangs saves and takes 1/4'-3/4"
Starter Strip shingle overhangs eaves and takes'. =?i'
I
I
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 3 of 8
T`FUNI T° ERD
6.2.6 Minimum Nailing—Classico&Supreme:
Normal Mansard or Aroa para Normal " Mansard or Area pars
Wind Arses High Wind dasvanes y Wind Areas High Wind dosvanes y
Arae pars vientos nornwe.2 Areas viontos fuertes Aran pars viemos normaies Areas viemos foertas
1 IBi IAluu$' �1+ ' Z, . eel ...
I� ' ' L
5"Exposure 6 5ie"Expoaura
Expoafeidn Exposlaidn
6.2.7 Minimum Nailing—Berkshire®:
Sealant strip Sealantstrip
La tva da K ada La 0a de seDador
t„ $h't-^-.e r l---s a 4 0 .4 1.• - a-*-r 0-0 r
S Yt' 9 Y3' 8 y7. '}
a
r
Standard Fastening Pattern 6-Nail Fastening Pattern
Sealant Eltip
La tira de selfadn
t+8 w 81Y' 8 Yi" 8 Yt'
4
AspMR roofingom"t
Cemanto de techoda Waft
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R8
Certificate ofRutharizotian#9503 6- EDITION(2017)FBC NON-HVH2 EVALUATION F1.10674-1113
Owens Corning Asphalt Roof Shingles - Revision 8:10/09/2017
Page 4 of 8
s 1
I
I
i
I :
TRINITY ER®
6.2.8 Minimum Nailing=Devonshire'":
i
i
1'_ 7; I 811 1 8 L•— 8 --� 7"
WHY
i dave7
INails
1... I - t -
5.5/8"exposure Sealant location
Exposici6n de 5.518 pull;
Ubicaa6n del selladtx
Ten 1"Spots of Asphalt Roof Cement
Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern
6.2.9 Minimum Nailing — Duration', TruDefinitiona Duration, Duration® Premium Cool & TruDefinitionr
Duration'Designer Color Collection:
4-Hall Fastening Pattern 6-Nall Fastening Pattern
SurewitLtastenng arw wlael � sweNalq tasteru^9 area wiCm
traa,rypwrHml.IVP= i
YI_ 12- J 1Z- 1- 1' 12- , 12'
_�_ ew•.m.ni�"-e---s—r,...> F �.,�c�a}ter.,.
s•va-�»�-}! - ------- ----'-.-�. .--_ ___- tI
F1 [71 E_j111
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
r—. I
- ` Sunken+'feennvq Brea wltlln i
� r hart Typ1<a1 '
12- 1'-I
r
6.118' SSiI"j
J�
Four t'Spots of Aepnett Roormg Cement
Mansard or Steep Slope Fastening Pattern
I ,
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate o/Authorization#9503 6" EDITION(2017).FBCNON-HVHZEVALUATION 171.10674-1113
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 5 of 8
1 -
Y: 5
TRINITY Ekr
6.2.1 Minimum Nailing—Tru Definition'Oakridge°,Oakridge®: *.
4 Nall Pattern 6 Nail Pattern
Esquema con 4 clavos Esguema con 6 clavos
r r
1' r
IE— 1r -->i iF— 1T—moi f<— re —�•{ {�— 12-
5 518"
-5518"ExposurePlait. 5 5!8'Exposure Nails
Exposicia�de55/SPula. Clam Erposicid�de55/Bpu1g. 5518'Exposure clyv� 5518"Exposure
Exposid6it de 55/8pulg. Exposicidn de 55/6 ping.
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
r-Sue h—fw—ng xw wWtn
Wl 1Ypl�
Fow t'Spob ofbphnR aoohn9 tlmsnt
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing—WeatherGuard°HP:
I� SlInglo side View
1iPllmi l�hsal
:tij � �.s;:••? FMaw�7lrau�Iir11An�
f3wra�n6ifnril;di�
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6': EDITION(2017)FOC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 6 of 8
�
y . '
` T ������
6.3Hip&Ridge Shingles:
� . 63.1 Installation ofBerkshire' Hip and Ridge Shingles, High Ridge, WeatherGuaod^ MPHip and Ridge Shingle
and ProEdge Hip & Ridge Shingles shall oomp|ywith the 'Owens Corning current published instructions,
using four (4) nails per, 'shingle. Installation of DuraRXdgeTm Hip Q Ridge Shingles shall comply with the
.
Owens Corning current published instructions, using two (2) nails per shingle. Refer to Owens Corning
published information on wind resistance and installation limitations,-including the use ofhand*eaUng for
.
wind warranties.
' 6.3.2 Fasteners shall be in accordance with the manufacturer's published'requirements, but not less than FGC
` 1507.2'6mrR905'2.5. Staples are not permitted.
. 63.3 Minimum Nailing—Berhshire«Hip&Ridge and High Ridge:
Fig.2
~==PM�"Vftd
� n*mm
d. |
~` Nece
. A X, � ^
/ Ir
Expo=" / \
/ 12-- .
6.3.4 MinimwnNaiUrg— HP Hip and Ridge:
Fig.A Fig.C Hip&Ridge Shingle Fastening
PM Topvbw
EXPMM
12
'
'
^
Exterior Research and Design,LLC. E�mmmnxepu�osnwooauz�o
� or«n�m�»"m"�"�n�sm o°�omom(zmzr)�acmow*v*z�v��uarmm pL10674`xI3
/
Owens Corning Asphalt Roof Shingles, Revision 8:10/09/2017
Page/v/o
TRINITY ER®
6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles:
Prevailing Stannard 11"
Wind Direction Sent Strip � - Fastening
NOWPattern !
Ae T I• •I j I�7
• i. +1'
12' Sealant
Fasten 7'!= \ 7`" 6'Exposure
Cover'Expoud 1 j
Fasteners with +
Roof Cement
6.3.6 Minimum Nailing—DuraRidgei"'Hip& Ridge Shingles:
Note:The drawings below pertain to minimum,as-tested attachment requirements. Refer to Owens Corning
published installation instructions for their minimum requirements.
Praraitn Wind Direction Top Vie-
Di
ie..
—Diroa:iondanirantodia�nc Yue en n
Dirocdon dal rianto pradorniranca It►1" Yicca sup rior _
1 tib e
LNLaik \ owem Corrdny SLrcNalr _ _.
`V
t,_._�
.dE;n Vied j
jr
7. LABELING:
7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC
Table 1507.2.7.1/R905.2.6.1.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625; (631)546-2458; Kanchi.Agrawala-Dokania@ul.com
END OF EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 8 of 8