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FL16027-RZ
Revision
Tri-Built Materials Group, LLC
Category: RoOhng
Subcategory: Modified Bitumen Roof System
John W. Knezevich, PE
(954) 772-6224
Approved
History
FL16048-R6
Revision
Trl-Built Materials Group, LLC
Category: Roofing
Subcategory: Underlayments
John W. Knezevich, PE
(954) 772-6224
Approved
History
'Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary.
Cam:: 2601 Blair Stone Road, Tallahassee FL 32399 Phone, 850i87-1824
The State of Honda Is an AA/EEO employer. Copyright 2007-2013 State of Flarlda.:: Privacy statement:: Acrossibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send
electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395.'Pursua at to
Sectlon 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 ¢mails provided may b, 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 .
THESE PLANS AND ALL PROPOSED WORK
ARE SUI31FO ?U AN!,' ;0 "EPTIM
REQUIRED 7,RV fl IP !'r lCTO-1$ ThAT
MAY UE NFOES18II JA ORLIFR 10
COMPLY WITH ALL APPMAULZ WDS51
CONCFIED FASTENERS ON ATTACHMENTS
ARE THE RESPONSIBUff OF THE
CONTRACTOR OF RECORD
,I. ii ' I rA
W
>a
Produce Approval Accepts:
® ® � rdt_er M
Credit Card
Safe
ST. LUCIE
BUILDING
FOR C MP ' MeE
REVIEWED BY
DATE 1- 1614&1
PLANSANDP ERMIT
MUS-i BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
http://www.floridabuilding.org/pr/pr_app_lst.aspx 1/2/2018
�I TRINITY ERD
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
(203) 262-9245
EVALUATION REPORT
TRI-BUILT Materials Group, LLC Evaluation Report A42960.10.12-R6
PO Box 70
Rutherford, NJ 07070
(800)516-1485
FL16048-R6
Date of Issuance:10/25/2012
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 or the referenced Quality Assurance documentation changes. Trinityl 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 '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 of pages 1 through 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authmbad by Robert Nieminen.
P.E. on WnS/2017. Thb does not serve as an electroolcaily signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Trinityl 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 Trinityl 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.
, 1 KINITY I ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the 6`h Edition (2017) Florida Building Code through testing
in accordance with the fallowing Standards. Compliance is subject to the Installation Requirements and Limitations /
Conditions of Use set forth herein.
2. STANDARDS:
Section
1504.3.1
1504.3.1
1504.6
1507.2.4 / 1507.1.1, 1507.2.9.2
1507.3.3
3. REFERENCES:
Entity
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
UL, LLC.(QUA9625)
UL, LLC. (QUA9625)
4. PRODUCT DESCRIPTION:
Property
Wind Resistance
Wind Uplift
Accelerated Weathering
Physical Properties
Physical Properties
Examination
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Accelerated Weathering
Wind Resistance
Quality Control
Quality Control
Standard
FM 4474
UL 1897
ASTM G155
ASTM D1970
FRSA/TRI April 2012 (04.12)
Reference
S40540.02.13-1
S40540.11.13
S40540.03.14
S44870.04.14-2
S44870.04.14-3
S44870.04.14-1
S44870.04.14-4
S43530.02.14-1-R1
S43530.05.14
S40540.10.14
SC7645.02.15
SC8520.04.15
SC14045.05.17-R1
Multiple -Listing R16814
Service Confirmation
Year
2011
2012
2005
2015
2012
Date
02/19/2013
11/19/2013
03/26/2014
04/02/2014
04/02/2014
04/10/2014
04/10/2014
05/14/2014
05/28/2014
10/31/2014
02/13/2015
05/27/2015
06/07/2017
12/10/2015
Exp.07/18/2020
4.1 Tri-Built Sand-R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS
modified bitumen roof underlayment, with a 36-inch sheet width; meets ASTM D1970.
4.2 Tri-Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified
bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012.
4.3 Tri-Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS
modified bitumen roof underlayment; meets ASTM D1970.
5. 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 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, U.C. 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 2 of 6
t TRINITY I 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.
5.5 Allowable Roof Covers:
TA�BtE
Asphalt
Wood Shakes
Underlayment
Nail -On Tile
Foam -On Tile
Metal
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.
- - ;
"� TABLE
1A `ALLOWABLkj Ec'AD_HE V
UNDERIAYMFNT COMBI_N_ ATI_6N_51
_ c.f
�.
_ LI I5
Adhesive
Florida Product Approval
Underlayments
ICP Adhesives Polyset® AH-160
FL6332
Tri-Built S/A HT TU Underlayment
Dow TileSond`"
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 5/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-grooveboard decking be covered with plywood or
OSB prior to installation of the self -adhering underlayment.
5.6.2 Bond -to -Insulation:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Dens Deck Prime; SECU ROCK Gypsum -Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam -on tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be
designed by a qualified design professional and installed based on testing of the insulation/underlayment
system in accordance with FM 4474, Appendix D or TAS 114, Appendix J.
r Refer to Tile Manufactures 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
Certificate of Authorization H9503 6r"EDITION (2017)FBC NON-HVHZ EVALUATION FL36048-R6
TRI-BUILT Roof Underlayments; (8001 516-1485 Revision 6: 09/25/2017
Page 3 of 6
`, rRINITY j ERD
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
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 D.C. at the 4-inch laps and 6-inch D.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, LLC. Evaluation Report A42960.10.12-116
Certificate ofAuthori:ation #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (8001 516-1485 Revision 6: 09/ZS/2017
Page 4 of 6
�I I KIIVITi I 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.
__ _ �cyT.ABLE2TILESLIPPAGELIMITATI_ONSFOR_DIRECT,-DECK
a M
v TILE_INST_ALLATION_5 ,,,,,y,�-;-_,Y,-�__'_,�
Maximum
Underlayment
Tile Profile
Staging Method
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)
Tri-Built S/A HT TU
Underlayment
Lugged
<T �r
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6`"EDITION (2017)FBC NON-HVHZ EVALUATION F1.36048-116
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 5 of 6
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.
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, U.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization #9503 6`" EDITION (2017) FBC NON-HVHZ EVALUATION FL36048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 6 of 6
Florida Building Code Online Page 1 of 2
FLORIDA liansAarmom OF
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FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
FL10674-R13
Revision
2017
Approved
ST. LUCIE C DUN
BUILDING DIVIS
ARM,
F^R COAT I CE
REVIEWED BY
DATE
PLANS AND P RMIT
MUS (BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
Owens Corning
One Owens Corning Parkway
Toledo, OH 43659
(740) 404-7829
greg.keeler@owenscorning.com
Greg Keeler
greg.keeler@owenscorning.com
Mel Sancrant
1 Owens Corning PKWY
Toledo, OH 43659
(419) 376-8360
mel.sancmnt@owenscornig.com
Roofing
Asphalt Shingles
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
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
bUNbG16� fHJ 1 L�4(1�7 �� I IHY�andard)
ARE THE RESPONSIBLY OF THE
CONTRACTOR OF RECORD
Equivalence of Product Standards
Certified By
Sections from the Code
.S R (sM
J u }yr'• I H.t
1
UL LLC
OS/16/2020
John W. Knezevlch, PE
0 Validation Checklist- Hardcopy Received
FL10674 R13 COI 2017 01 COI Nieminen.odf
Standard
ASTM D3161
ASTM D3462
ASTM D7158
THESE PLANS AND ALL PROPOSED WORK
ARE SU10ECT'To Ar ' Gof ^E`,T!ONS
REOUIREU ". Ei@i 0 !gSiJPr,,TC lt,'rhAT
MAY OF iNEOESSA iY IN ORDER?()
COMPLY WITH ALL APPLIGABLE CODES,
Year
2016
2010
2011
http://www.floridabuilding.org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5 V D/o2b... 1 /2/2018
Florida Building Code Online
Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
�—I
Method 1 Option D
10/10/2017
10/11/2017
10/15/2017
12/12/2017
FL #
Model, Number or Name
Description
10674.1
Owens Corning Asphalt Roofing
3-tab, 4-tab, 5-tab, laminated, starter and hip & ridge
Shingles and Starters
shingles
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL10674 R13 II 2017 10 FINAL ER OC ASPHALT
SHINGLES FL10674-R13.Ddf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: RobertJ. M. Nleminen PE - 59166
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: Refer to ER, Section S.
Evaluation Reports
FL10674 R13 AE 2017 10 FINAL ER OC ASPHALT
SHINGLES FL10674-R13.Ddf
Created by Independent Third Party: Yes
Back Nert
Contact Us:: 2601 Blair Stone Road, Tallahassee FI. 32399 Phone: 850-407-1814
The State of nodes Is an WEED empbyer. Copyright 2007-2013 State of Florida.:: Privacv Statement:: Accesslbility Statement:: Refund Statement
Under Florida law, email addresses are publlc records. If you do not want your e-mail address released In response to a publlc-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, e8ecthe October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address it
May have one. The Smalls provided may be used for official communication with the licensee. However ema0 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 it you are a licensee under
Chapter 455, F.S., please click here .
Product Approval Accepts:
® ®® ___1 E
Credit Card
Safe
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5 V%2b... 1 /2/2018
�l I KINITY ERD
EVALUATION REPORT
Owens Corning
One Owens Corning Parkway
Toledo, OH 436S9
(740)404-7829
EXTERIOR RESEARCH & DESIGN, L-C.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
(203)262-9245
Evaluation Report 037940.02.12-R8
FL10674-R13
Date of Issuance: 02/06/2012
Revision 8: 10/09/2017
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 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: Owens Corning Asphalt Roof Shingles
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein and FBC 1507.2.7.1 / R905.2.6.1.
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 "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 of pages 1 through 8.
Prepared by:
Robertl.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized by Robert
Nieminen, P.E. an 10/09/2017. This does not serve as an
electronically signed document
CERTIFICATION OF INDEPENDENCE:
1. Trinityl 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 Trinityl 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.
`�INI ERD
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 6`h 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:
Entity Examination Reference Date
UL LLC (CER9626) Physicals & Wind Resistance File R2453, Vol. 3 02/15/2007
UL LLC (CER9626) Physicals & Wind Resistance 20120S16-R2453 05/16/2012
UL LLC (TST9628) Physical Properties OGCA20263 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, TruDefinitiori Duration Designer Color
Collection, TruDefinition Oakridge , 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.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD 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, U.C. Evaluation Report 037940.02.12-RB
Certificate of Authorization#9503 6'" EDITION(2017) FBC NON-HVHZ EVALUATION F1.10674-1133
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 2 of 8
�l TRINITY I ERD
5.4 Wind Classification:
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 Ve,d = 150 mph (Val, = 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 Vacd = 150 mph (VI, = 194 mph). Refer to Section 6 for
installation requirements to meet this wind rating.
5.4.3 Classification by ASTM D71SS 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 61G20-3.
6. INSTALLATION:
6.1 Underlayment:
6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product
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.
➢ WeatherGuard 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 R905.2.5. 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:
Felt undedayment Beck
Sel adhered
WeatherLock"
underlayment
Dd0 Drip edge
Nails located
Y--3' from eave
Install first Self-seafimg adhesive
Starter Strip positioned along meshingle= \
6' removed Starter Strip shingle overhangs eaves and rakes
Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-118
Certfjicate ofAuthoriaatiun N9503 6v"EDITION (2017)FBC NON-HVHZ EVALUATION F1.10674-1113
Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017
Page 3 of 8
6.2.6 Minimum Nailing —Classic®&Supreme:
INormal Mansard or Aran porn
. Wind Areas High Wind dons... y
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+' IAl
fn• n•
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6.2.7 Minimum Nailing— Berkshires':
BYf I 9Yf I 9Yf I sw1•
1'
Standard Fastening Pattern
VTRINITYERD
Normal Monsard or Aron pan
W(nd Areas High lMad dosvanes y
Area pare vientos nomentex Areas vienton fus"ss
+• fAl +' +' z' (B z' +'
u+ +z+
5 51, • Exposure
Exposicidn
Sadan+strip
/ Is fka de sellador
80' I 8W I 8 W.
s--
1.
6-Nail Fastening Pattern
Ssahr/stifp
ldrkadesdkdor
Y BYf 8Yf BYf eYf
1'
t
a
r
T Asphal rop8n9 reran(
Cunot+da tgAoda adatro
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design, U.C. Evaluation Report 037940.02.12-118
Certfficote of Authorization s9503 6+x EDITION (2017) F0C NON-HVHZ EVALUATION F1.10674-1133
Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017
Page 4 of 8
TRINITY I ERD
6.3 Hip & Ridge Shingles:
6.3.1 Installation of Berkshire' Hip and Ridge Shingles, High Ridge, WeatherGuard HP Hip and Ridge Shingles
and Pro Edge Hip & Ridge Shingles shall comply with the Owens Corning current published instructions,
using four (4) nails per shingle. Installation of DuraRidgeTM Hip & 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 of hand -sealing for
wind warranties.
6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.E or R905.2.5. Staples are not permitted.
6.3.3 Minimum Nailing — Berkshire® Hip & Ridge and High Ridge:
Fig.2
fopNu�
SWPNex
xms NSI.
t z• ropl-a w z- t
r wme
r r
I
I
:I
EI
�1
I
I
6.3.4 Minimum Nailing — WeatherGuard® HP Hip and Ridge:
Fig. A
P=1oOn and
t—quYb
N 1.
I
P � i
l l
N—ErWy—„I
I ro
Fig. C Hip & Ridge Shingle Fasloning
TopVW,
m1b tblb
A
1' 1'
1" 1'
g Eippmro
12'
Exterior Research and Design, U.C. Evaluation Report 037940.02.1E•RS
Certificate of Authorization#9903 6'x EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-1113
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 7 of 8
rTRINITY I ERD
6.3.5 Minimum Nailing - Pro Edge Hip & Ridge Shingles:
Prevailing
Wind Direction Sapient Strip
S' Exposure
Futen 7'h'
Cover Exposed
Ferteners with
Roof Cement
6.3.6 Minimum Nailing — DuraRidge" 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.
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 CIA entity for information on which plants produce products covered by Florida Rule 9N-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
ULLLC—QUA9625;(631)546-2458;Kanchi.Agrawala-Dokania@ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, U.C. Evaluation Report 037940.02.12-RS
Ceniflcote of Authorization #9503 6m EDITION (2017( FBC NON-HVHZ EVALUATION F1.10674-1113
Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017
Page 8 of 8
Florida Building Code Online
Page 1 of 2
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Validated By
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FL9777-RI I
Revision
Owens Corning
Category: Roofing
Subcategory: Underlayments
Locke Bowden
(334) 300-1800
Approved
History
FLI 674-
R13
History
Revision
Owens Corning
Category: Roofing
Subcategory: Asphalt Shingles
John W. Knezevich,
PE
(954) 772-6224
Approved
FL10758-R7
Revision
Owens Corning
Category: Roofing
Subcategory: Roofing Accessories that are an Integral Part of
the Roofing System
Locke Bowden
(334) 300-1800
Approved
His or
FL12221-RS
Affirmation
Owens Corning
Category: Roofing
Subcategory: Roofing Accessories that are an Integral Part of
the Roofing System
Robert J. M.
Nleminen, PE
(203) 262-9245
Approved
History
FL12536-R4
Revision
Owens Corning
Category: Roofing
Subcategory: Underlayments
Robert J. M.
PE
(203) 262-9245
Approved
His or
FL12874-R4
Affirmation
Owens Corning
Category: Roofing
Subcategory: Cements -Adhesives -Coatings
Robert J. M.
Nleminen, PE
(203) 262-9245
Approved
History
FL14299-R4
Revision
Owens Corning
Category: Roofing
Subcategory: Underlayments
John W. Knezevich,
PE
(954) 772-6224
Approved
History
FL16638-R2
Revision
Owens Corning
Category: Roofing
Subcategory: Asphalt Shingles
Locke Bowden
(334) 300-1800
Approved
History
FL16828-R3
Affirmation
Owens Corning
Category: Roofing
Subcategory: Roofing Accessories that are an Integral Part of
the Roofing System
John W. Knezevich,
PE
(954) 772-6224
Approved
History
FL17420-R4
Revision
Owens Corning
Category: Roofing
Subcategory: Underlayments
Locke Bowden
(334) 300-1800
Approved
History
FL17438-R3
Revision
Owens Corning
Category: Roofing
Subcategory: Roofing Accessories that are an Integral Part of
the Roofing System
Locke Bowden
(334) 300-1800
Approved
History
FL19979-RI
Revision
Owens Corning
Category: Roofing
Subcategory: Modified Bitumen Roof System
John W. Knezevich,
PE
(954) 772-6224
Approved
History
FL19982-RI
Revision
Approved
Histo
http://www.floridabuilding.org/pr/pr_app_lst.aspx 1/2/2018
Florida Building Code Online I- Page 2 of 2
Owens Corning
John W. Knezevich,
Category: Roofing
PE
Subcategory: Modified Bitumen Roof System
(954) 772-6224
FL22222
New
Owens Corning
Locke Bowden
Approved
Category: Roofing
(334) 300-1800
Subcategory: Underlayments
Contact act us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
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Under notice 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
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