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FL16048-R6
Revision
2017
Approved
Tr.I-Bu.ilt Materials Group, LIC
PO Bc'x 70
Rutherford, NJ o7070
(800) 516-1485
david.ruiz@t:ribuiltmg.com
David Ruiz
david.ruiz@tribuiltmg.com
David Ruiz
250 Route 17 North
East Rutherford, NJ 07073
(201) 842-2449
dav.id.ruiz@tribuiltmaterlalsgroup.com
Roofing
Underlayments
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Robert Nieminen
PE-59166
UL LLC
07/18/2020
John W. Knezevich, PE
` Validation Checklist -Hardcopy Received
I+_1_(.i_Q.`!_§Jt_{L(~.Q.L2Q_.i:LQ.1LC:QJJ`lLe|1_}!l_i_t3+I;tJ_t+f
Standard
ASTM D1970
ASTM G155
FM 4474
FRSAITRI April 2012 (04-12)
UL 1897
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
of Products
Method 10ption D
O9|2.5|2fJL]
10/01/2017
10/03/2017
r2/{212JJrJ
FL#Model, Number or Name I)escription
I 16o48.1 TRI-BUILT Roof Undertayments Self-adhering, modified bitumen roof underiayments
Limits of use Installation InstrLlctions
Approved for Lise in H VHZ: No i-.Li6_o_4_a___RLfji_10jljl9__EE.n±AL.EJi_|R_I.-
Approved for Llse outside llvHZ: Yes Bl llLT UM [)ERLAYM ENTS FL16.O_4,i9L=_RJ;_.i)£j_i
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-150 Created by Independent Third Party: Yes
Other: 1.) The design pressure noted herein pertains to use Evaluation Reports
of foam-on tile systems overtop the self-adhering r_L1.r2!?48__`R_§LA_E`._2Lhi7___(L9__I.IJ`LA|.._E_!LI.BJ_`_
underlayment for one pa rticular application. See ER Section t±ul!=[..LJ_r.L[2EBLIA_Y_Iffu.[|_LL_roLOLIP2=_R_t2>j24f
5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Ttiird Party: Yes
Use.
iEEE I
Contact Us : : 2601 Blair Stone Road. Tallahassee FL 32399 Phone; 850-487-1824
The State Of Floride is an AA/EEo employer Coovr`aht 2007-2013 Scare Of Flonda. : . Privacy Statement . : Accessibilitv Statement . : Refund Staternem
Under Florida lew, email addresses are publie records. If you do not want your e-mall address released in response to a public-records request, do not send electronic
mail to this entity. Instead, contact the office dy phone or dy madmonal mall. Ir you have any questions, please contact 8sO.487.1395, -Pursuent to Section
455.275(1), Florida Statiites, effective October 1, 2012, heensees lieensed under Chapter 455, FS. must provide the Department with an eman address if they have
one. The emails provided may be used for official commui`ication with the licensee. However email addresses are public record lf you dc) not wish to supply a
personal address, please provide the Department with an eiTiail address which can be made available to the public. To determine if you are a licensee uncler Chapter
455, F.S., please click bgfe+.
Prodtlct Appro`/.I Accepts:
RE RE EEEB FI E
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Safe
TRINITY ERD
EVALUATION REPORT
EXTERIOR RESEARCH & DESIGN, LLC.
Cerfificote of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
(203) 262-9245
TRI-BUILT Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800) 516-1485
Evaluation Report A42960.10.12-R6
FL16048-R6
Date of lssuance: 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.
DEsCRIPTloN: TRl-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CoNTINUED CoMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity| ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTlsEMENT: The Evaluation Report number preceded by the words "Trinity| 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.
INspECTloN: 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 Registrcition No. 59166, Florida DCA ANE1983
+sis.x:~N;f£`r;;;se'..':i:..
'.+=
;+: + i-I=,-.,Tj,;i;S;`,;;;:`.::I;i:5:.::..;i;:--=:
CERTIFICATloN 0F INDEPENDENCE:
1. Trinity|ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity|ERD is notowned, operated orcontrolled 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 Trjnjty|ERD nor Robert Nieminen, P,E. are, in any way, the Designer of Record for any
project on which this Evaluation F{eport, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
TRINITY ERD
ROOFING COMPONENT EVALUATION:
1. ScOpE:
Product category: Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BulLT Roof underlayments, as produced by TRl-BUILT Materials Gi.oup, LLC, have
demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code through testing
I.n accordance with the following Standards. Compliance is subject to the lnstaHation Requirements and Limitations /
Conditions of Use set forth herein.
2. STAN DARDS :
Section
1504.3.1
1504.3.1
1504.6
1507.2.4 / 1507.1.1,1507.2.9.2
1507.3.3
3. REFERENCES:
EQfty
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)
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
FRSAITRI 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-RI
S43530.05.14
S40540 .10.14
SC7645.02.15
SC8520.04.15
SC 14045.05 .17-R 1
Multiple-Listing R16814
Service Confirmation
Date
CJ2N9|2:OT3
11/19/2013
ce|2.6|2:oi4
o4|r]h|2I)L4
04/02|2!OL4
04iconj]L4
04/10/2014
05/14/2014
as/r8nf]L4
10/31/2014
On/T3n:OT5
as/T]/coT5
061CJJnf)TJ
12/10/2015
Exp. 07/18/2020
4. PRODUCT DESCRIPTloN:
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 FRSAITRI 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|ERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any proj.ect on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
This Evaluation Report is not for use in FBC HVHzjurisdictions.
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, LLC.
Certificate Of Authorization #9503 6" EDITION (2017) FBC NOW-HVHZ EVALUATION
TRl-BullT Roof Underlayments,. (800) 516-1485
Evaluation Report A4Z960,10.1Z-R6
FL16048-R6
Revision 6: 09/25/2017
Page 2 of 6
TRINITY ERD
5.4 TRl-BulLT 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.
Allowable Roof Covers:
TABLE 1: Rcaf COVER OPTIONS
i U ayment i sAhs::::::Nail-On Tile Foam-On Tile Metal Wood Shakes&Shingles Slate
Tri-Built Sand-R SA ShingleUnderlaymentT;i-Builts/AHTTU Yes NO NO NO Yes Yes
Yes Yes
Yes Yes Yes Yes
underlayment See 5.5.1
Tri-Built Smooth HT S/AUnderlayment Yes No No Yes Yes Yes
5.5.1 "Foam-On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
TABLEIA:ALLowiroLETiLEADHEslvE/uNDERLAyMENTCoMBiNAT]oNs]
Adhesive Florida Product Approval underlayments
lcp Adhesives Polyset® AH-160 FL6332 Tri-Built S/A HT TU Underlayment
Dow TileBond"FL22525 Tri-Built S/A HT Tu underlayment
5.6 Allowable substrates:
5.6.1 Direct-Bond to Deck:
5.6.2
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, TRl-BUILT Materials Group, LLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note:
TRI-BUILT Matel.ials Group, LLC requires tongue-and-groove board decking be covered with plywood or
OSB prior to installation of the self-adhering underlayment.
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; SECuROCK Gypsum-FiberRoofBoard.
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 foamron tile systems (Tri-Built S/A HT TU Underiayment 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.
1 Refer tcl Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, LLC.
Certificate of Authorization #9S03 6" EDiTioN (2oi7) FBc NON-Hvriz EVALUATioN
TRl-BUILT Roof Underlayments; (800} 516-1485
Evaluation Report A42960.10.12-R6
FL1604&R6
Revision 6: 09/25/2017
Page 3 of 6
TRiNirv ERD
5.6.3 Bond to MechanicallvAttached Base Layer:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underfayment applied to:
> ASTM D226, Type I or 11 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 Underlavment Systems in Foam-On Tile Applicatio_r]_s_: FRSAnRI 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 lA or
FBC 1609 for determination of design wind pressures,
#1 Maximum Design pressure =-45.0 Dsf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
HavingJurisdiction.
Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-Builts/A HTTU underiayment, self-adhered.
#2 Maximum Design pressure = -67.5psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
underlayment: Tri-Builts/A HTTU underlayment, self-adhered.
#3 Maximum Design pressure =-150.Opsf:
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.
Deckpreparation: 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 EXTERloR 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.
ffl Maximum Design pressure=-60.0 pst:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
HavingJurisdiction.
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-Builts/A HTTU underlayment, self-adhered.
Exterior Research and Design, lLC.
Certificate of Authorization ros03 6" EDITION (2017) FBC NON-HVHZ EVALUATION
TRl-BUILT Roof Underlayments; (800) 516-1485
Evaluation Report A42960.10.12-R6
FL16048-R6
Revision 6: 09/25/2017
Page 4 of 6
5.6.4.1
5.7
5.8
TRINITY ERD
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 lA.
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 professictnal to resist the elevated pressure criteria.
Commonly used methods are ANsl/SPRI WD1, FM Loss Prevention Data Sheet 1-Z9 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.
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.
Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-12|)_i
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'
TABLE Z: TILE SuppAGE LiMiTATioNs FOR DmECT-DECK TiLE INSTALLATioNs
IIunderlaymentiI
Tile Profile Staging Method MaximumSlope
Tri-Built S/A HT TUUnderlayment
Flat Max. 10-tile stack 6:12
Lugged Max. 10-tile stack 5:12
Lugged
Max.10-tile stack (bottom 2-tile stackshallbeinverted,followedby8tileshighonslope,asshownbelow)
6:12
-\<< +
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Exterior Research and Design, LLC.
Certificate Of Authorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUA"ON
TRl-BUILT Roof Underlayments,` (800) 516-1485
Evaluatlon Report A42960.10.12-R6
FL16048-R6
Revision 6: 09/25/2017
Page 5 of 6
TRINITY ERD
6. INSTALLATION :
6.1 TRl-BUILT Roof Underlayments shall be installed in accordance with TRl-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 prlme the substrate (if applicable).
6.3 ±i-Built sand-R SA shingle underlavment, Tri-Built s/A HT TU underlavment or Tri-Built smooth HT a/A
Underlavment:
6.3.1 ShaH 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, TRl-BUILT Materials Group, LLC recommends priming the deck if the final roof
cover is not slated for installation within 24 hciurs.
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, con figured 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, TRl-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 HTTU underlavment onM:
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. BulLDING 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:
Gulf port, 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.
Certif icate Of Authorization #9503 6" EDITloN (2017) FBC NON-HVHZ EVALUATloN
TRI-BullT Roof Underlayments; (800) 516-1485
Evaluatton Report A42960.10.12-R6
FL16048-R6
Revision 6: 09/25/2017
Page 6 of 6
Florida Building Code Online
r ..-;,SB,;:
Product Approval
USER: Public User
EEgggLj±Bproval Menu > Pngqyct or_ABp|icatipr Search > 4Bp!!£±S±±±+is± > Application Detall
FL#
Application Type
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Comments
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Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
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Address/Phone/Email
Category
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FL10674~R13
Revision
2017
Approved
Owens Coming
One Owens Coming Parkway
Toledo, OH 43659
(740) 404-7829
greg.keeler@owenscorning.com
Greg Keeler
greg.keeler@owenscorning.com
Mel Sancrant
1 Owens Coming PKWY
Toledo, OH 43659
(419) 376-8360
mel.sancrant@owenscornig.com
ROofing
Asphalt Shingles
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer`. Evaluatic)n Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Robert J.M. Njeminen
Evaluation Report
Florida License
Quality Assurance Eritity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
PE-59166
UL LLC
05/16/2020
John W. Knezevich, PE
J?` Validation Checltlist -Hardcopy Received
FL]0674 R]3 Col 2017 01 Col Nieminen.edf
Standard
AS" D3161
AS" D3462
ASTM D7158
https://w\r\/w.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtBNbEY5V%2boQT°/o2b6w7ahReglcQ8ucR6ixEBFhs7tvJgzew%3d°/o3d 1/2
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Method 1 Option D
10/10/2017
10/11/2017
10/15/2017
T2|T2|2!OT]
06/13/2019
I 10674.1
I
IL_._.___-
Owens Coming Asphalt Roofing
and Starters
Limits of Use
Approved for use in llvHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: Refer to ER, Section 5.
3-tab, 4-tab, 5-tab, laminated, st:arter and hip & ridge shingles
Instal.ation Instructions
FL10674 R13 11 2017 10 FINAL ER OC ASPHALT
SHINGLES FL10674-R13.pdf
Verified By: Robert J. M. Nieminen PE -59166
Created by Independent Third Party: Yes
Evaluation Reports
_F_L_10674 R13 AE 2017 10 FINAL ER OC ASPHALT
SHINGLES FL10674-R13.pd£
Created by Independent Third Party: Yes
EE BEEF
Corttact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone. 850-487-1824
The State of Florida is an AA/EEC) employer. gQurht 2007-2013 State of Florlda. : : £[i]£asy_§tatepent ; : Accessibility St:tement : .. Reftjr`d Statement
Under Florida law, ernail addresses are public records. If you do not want your e-mail address released in response to a put)lic-records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. Jf yc)u have any questions, please contact 850.487.1395. *Ptjrsuant to Section 455.275(1),
Ftoricla Statutes, effective October 1, 2012, licensees licensed iinder Chapter 455, F.S. must provicle the Department with an emaw address if they have one. The emaiis
provided may be used for official communication with the licensee. Howe\/er emall addresses are public record, If yc)u do not wish to supply a persolial address, please
provicle the Department with an emall address which can be made available to the publie. To determune if you are a licensee under Chapter 455, F.S., please click bere..
Product Appro`/al Accepts:
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EVALUATION REPORT
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authc)riza{ion #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
(203) 262-9245
Evaluation Report 037940.02.12-R8
FL10674-R13
Date of lssuance: 02/06/2012
Revision 8: 10/09/2017
Owens Coming
one Owens Coming Parkway
Toledo, OH 43659
(740) 404-7829
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.
DEscRlpTloN: Owens Coming Asphalt Roof Shingles
LABELING: Labeling shall be in accordance with the rec|uirements 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|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| 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.
INspECTloN: 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 c>f the Building Official.
This Evaluation Report consists of pages 1 through 8.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
•`±.....;g3i!::!c:i!;:--
3€---3;ijj;i;;;T;i\OF
;`t'±T;:;:``` The facsimile seal appearing was authorized by RobertN'ieminen, P.E. ori 10/09/2017. This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. Trinity|ERD does nclt have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity| ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity|ERD nor Robert Nieminen, P.E. are, in any way, the Des.igner of Recorcl 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.
iiffl ]NITY
ROOFING SYSTEMS EVALUATION:
1. ScOpE:
Product category: Roofi ng
Sub-Category: Asphalt shingles
Compliance Statement: Owens Coming Asphalt Roof Shingles, as produced by Owens Coming, 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
1507.2.5, R905.2.4
1S07.2.7.1, R905.2.6.1
1507.2.7.1, R905.2.6.1
3. REFERENCES:
Erty
UL LLC (CER9626)
UL LLC (CER9626)
UL LLC (TST9628)
UL LLC (TST9628)
UL LLC (TST9628)
UL LLC (TST9628)
uL LLC (TST9628)
UL LLC (TST9628)
Miami-Dade (CER1592)
UL LLC (QUA9625)
ProDertv
Physical Properties
Wind Resistance
Wind Resistance
Examination
Physicals & Wind Resistance
Physicals & Wind Resistance
Physical Properties
Wind Resistance
Physicals & Wind Resistance
Wind Resistance
Physical Properties
Physical Properties
FBC HVHZ Compliance
Quality Control
Standard
ASTM D3462
ASTM D3161
ASTM D7158
Reference
File R2453, Vol. 3
20120516-R2453
06CA20263
11CA34308
4786093137
4786126532
Classification letter
Classification letter
Various NOAs
Service Confirmation
Date
cJ2N5|2fyRn
OS/16/2012
04N8/2fw6
02N8n:fIT2.
02./On|2fli4
02/10/2014
Cih|T3|2fJ14
cO|On|2:fIT5
Varic>us
Exp. 05/16/2020
4. PRODuCT DESCRirmoN:
4.1 Asphalt shingles:
4.1.1 Classic® and supreme® are fiberglass reinforced, 3-tab asphalt roofshingles.
4.1.2 Berkshire® are fiberglass reinforced, 4-tab asphalt roofshingles.
4.1.3 Devonshire" are fiberglass reinforced, 5-tab asphalt roofshingles.
4.1.4 Duration , TruDefinition® Duration®, Duration® Premium Cool, TruDefinition° Duration® Designer Color
a
Collection, TruDefinition® Oakridge®, Oakridge® and WeatherGuard® HP are fiberglass reinforced, laminated
asphalt roof shingles.
42 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 sta rter strips:
4.3.1 Starterstrip shingle, Starter strip plus and startershingle Roll are starter strips for asphalt roofshingles.
5. LI MITATIONS:
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 HVHzjurisdictions.
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 Deslgn, LLC.
Car+lflcate of Authorization ro503 6" EDITION |2017) FBC NOW-HVHZ EVALUATION
Owens Comlng Asphalt Roof Shingles
Evaluatlon Report 037940.OZ.12.R8
FL10674-R13
Revlslon 8: 10/09/2017
Page 2 of 8
C#RINITY ERD
±i4 Wind classification :
5.4.1 All Owens Coming 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, aass H, indicating the shingles are acceptable
for use in all Wind Zones uP to Vasd = 150 mph (Vult = 194 mph). Refer to Section 6 for installation
requirements to meet this wind rating.
5.4.2 All Owens Coming 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 Vasd = 150 mph (Vuit = 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 a or C, as defined in FBC 1609.4.3, and a mean
roof height Of cO 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 oweus coming published information on wind resistance and installation limitatious.
5.5 AH products in the roofassemblyshall have quality assurance audit in accordance with FA.C. Rule 61G20-3.
6. I NSTALLATION :
§£± u nderlavment:
6.1.1 underlayment shall be acceptable to Owens Coming 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 Asohalt shingles:
6.2.1 Installation of asphalt shingles shall comply with the O\^/ens Coming 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 starterstrip plus require minimum five (5) nails per strip.
Refer to Owens Coming 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-Starterstrip shingle and starter strip plus:
Exterior Research and Design, LIC.
Certificate of Author;zotion #9503 6" EDITloN (2017) FBC NON-HVHZ EVALUATION
Owens Coming Asphalt Roof Shingles
Evaluation Report 037940.02.12-R8
F110674-R13
Revision 8: 10/09/2017
Page 3 of 8
i----:_```:.?ii`;
lNl"ERD
6.2.6 Minimum Nailing-Classic®&Supreme:
M, ral'-
i. ` ' ~ '` -I. I , HLEBEEEEH.
6.2.7 Minimum Nailing-Berkshire®:
iFT
ScaEaut 3t.ip
/urindeidtwi-'-'-I-]i - '.`
Standard Fastening Pattern
LJ
Exterior Research and Design, lLC.
Certificate Of Ai)thorlzatlon #9503
ru +`=-iiERE
I I I I I J| --- I
: I:: I
seBlam givip
/Letiladethdor-.-+,<-----,,-0-0
8 te" 8 1;Q" 8 or 8 tA"1.r,,,,11-I
6-Nail Fastening Pattern
scabut strty
!irfldradegryJdr--,,-,-,
8 yr 8tr 8 Vr' 8 fy:+" 1..
II ,-+ ,., ,.L
I `.A +` ``` -'`zTp-- AScho\rcofing£nt'
G€TnemDdeteebodeeddili
Mansard or Steep Slope Fastening Pattern
6" EDITloN (2017) FBC NON-HVHZ EVALUATloN
0wens Coming Asphalt Roof Shingles
Evaluation Report 037940.02,12-R8
F110674-R13
Revision 8: 10/09/2017
Page 4 of 8
-.-:1,:`::,.::'ii:;
]Nltt
6.2.8 Minimum Nailing-Devonshire":
'f5iEx
[1
-1„Onat'I. 7"-, 8" , 8" 8" 7n I
N,Cleve,\,~J,,,8#nod:¥€„prtouifeapthapJ'sck
Standard 6-Nail Fastening Pattern
Naife•r. r .-,_L /_i-I -I I, I , \ I `` I-¢- a- c- a _.,,```--,-`'--,-.'.-,....-`..'..`````,.``i';`.``.L~`...`i``..
. ,,,,1,,
Mansard or Steep Slope Fastening Pattern
6.2.9 Minimum Nailing - Duration®, TruDefinition® Duration, Duration® Premium Cool & TruDefinition°
Duration° Designer Color Collection:
gtir.Ire fas-nMe ar.a `^Id!liNail-1"I'rII12- ,1-
Ill
Z,`',',7,„///,.
i!:",,¢;,,,%%ee%!!,
/ ,I,'<€-#%
Jr/%%T%z
Standard Fastening Pattern
Exterior Research and Design, lLC.
Cer.ificate of Authoriization #9503
strehreil® fasenig aria taonRE,Tmca)\',|r'II\\T _.1=
'''1±(RE8~||t'-,-&
•,,`',i
if#av'„ft###)
?
6-Nail Fastening Pattern
Mansard or Steep Slope Fastening Pattern
6" EDITION (2017) FBC NON-llVHZ EVALUATION
0wens Coming Asphalt Roof Shln8les
Evaluation Report 037940`02.12-R8
F110674.R13
Revision 8: 10/09/2017
Page 5 of 8
::'.-`-`.:`::-i:-;
]NITY
6.2.1 Minimum Nailing-TruDefinition®Oakridge®, Oakridge®:
4 Nail Pattom
E§quenia con 4 clavos
E55rofr
1.. 1-I-12„-IL.-re.+
g]ndg
+-,,,y'/
'##%¢re55/8pdg cNEv§visas 6E6#
Standard Fastening Pattern 6-Nail Fastening Pattern
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing-WeatherGuard® HP:
_±rqz¢ sei2±ng, On Vtrytfro I-
Ill-I...1t,..,Ilk NIB tl..C*\~\\E*-
Exterior Research and Design, LLC.
Certlf icate of Authorization #9S03 6" EDITloN (2017} FBC NON-HVHZ EVALUATloN
O`^/ens Coming Asphalt Roof Shf n8les
Evaluation Report 037940.02.12-R8
FL10674-R13
Revision 8: 10/09/2017
Page 6 of 8
-,---:::.;:-i`R
INI
§± Hip & Ridge shinf!les:
6.3.1 Installation of Berkshire° Hip and Ridge Shingles, High Ridge, WeatherGuard® HP Hip and Ridge Shingles
and ProEdge Hip & Ridge Shingles shall comply with the Owens Coming current published instructions,
using four (4) nails Per shingle. Installation of DuraRidge" Hip & Ridge Shingles shaH comply with the
Owens Coming current published instructions, using two (2) nails per shingle. Refer to Owens Coming
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.Z.6 or R905.2.5. Staples are not permitted.
6.3.3 Minimum Nailing-Berkshire® Hip & Ridge and High Ridge:
Flo. 2
6.3.4 Minimum Nailing-WeatherGuard® HPHipandRidge:
Exterior Research and Design, LLC.
Certoficate of Autllorization #95o3
Fig. C Hip & F]idge Shingle Fastening
TOpvtw
i(7,S..i
Nal B Nalls
2"2'.
1.1 1a
I
1" 1"+_\,
tElpoouro
+`2'-
6" EDITloN {2017} f BC NON.HVHZ EVALUATION
0welis Cornlng Asphalt Roof Shingles
Evaluation Report 037940.02.12-R8
F110674.R13
Revision 8: 10/09/2017
Page 7 of 8
fiffl lNlrv
6.3.5 Minimum Nailing-ProEdgeHip&Ridgeshingles:
6.3.6 Minimum Nailing-DuraRidge" Hip & Ridge shingles:
Note: The drawings below pertain to minimum, as-tested attachment requirements. Refer to Owens Coming
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. BulLDING 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. QUALITYASSuRANCE ENTITY:
UL LLC-QUA9625 ; (631) 546-2458; Kanchi.Agrawala-Dokania@ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, lLC.
Certificate ol Authorization roso3 6" EDrrioN (2oi7} FBc NON.HVHz EVALUATioN
Owens Cornlng Asphalt Roof Shingles
Evaluation Report 037940.02.12-R8
FL10674.R13
Revision 8: 10/09/2017
Page 8 of 8