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EXTERIOR RESEARCH&DESIGN,LLC.
S'•..._ Certificate of Authorization#9503
'`�® 353 CHRISTIAN STREET,UNIT#13
-`• 1 t'�����!E�® 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: j
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 w�th the 6th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: TRI=BUILT;RchofUnderlayments—
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 Codelthat 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 change'. 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 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.
i
This Evaluation Report consists of pages 1 through 6. i
Prepared by:
. " .e•�'.OF• amu'' .
P.E.
•'�����`4+.,\alb����:
��sssis' The facsimile seal appearing was authorized by Robert Nieminen,
Robert J.M.Nieminen
Florida Registration No.59166,Florida DCA ANE1983 P.E.on 09/25/2017.This does not serve as an electronically signed
i document.
CERTIFICATION OF INDEPENDENCE: !
1. TrinitylERD 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. 1.
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. acquire,Robert Nieminen P.E.does not have nor will ac uire a financial interest in any other entity involved in the approval process of the
product. j
5. This is a building code evaluation. Neither TrinityI 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.
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TRINITY ER®
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 6th Edition (2017)Florida Building Code through testing
in accordance with the following Standards: Compliance is subject to the Installation Requirements and Limitations/
Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1504.3.1 Wind Resistance FM 4474 2011
1504.3.1 Wind Uplift UL 1897 2012
1504.6 Accelerated Weathering ASTM G155 2005
1507.2.4/1507.1.1,1507.2.9.2 Physical.Properties ASTM D1970 2015
1507.3.3 Physical Properties FRSA/TRI April 2012(04-12) 2012
3. REFERENCES:
Entity Examination Reference Date
ERD(TST6049) Physical Properties S40540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties 540540.11.13 11/19/2013
ERD(TST6049) Physical Properties 540540.03.14 03/26/2014
ERD(TST6049) Physical Properties 544870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties S44870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties 543530.05.14 05/28/2014
ERD(TST6049) Physical Properties S40540.10.14 10/31/2014
ERD(TST6049) Physical'Properties SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015
ERD(TST6049) Wind Resistance SC14045.05.17-R1 06/07/2017
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 12/10/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.07/18/2020
4. PRODUCT DESCRIPTION:
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.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity)ERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in 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,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization(19503 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
TRllol11 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:
TABLE 1: ROOF COVER OPTIONS
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
Underlayment Yes Yes See 5.5.1 Yes Yes Yes
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:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATIONS)
Adhesive Florida Product Approval Underlayments
ICP 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:
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-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-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.
'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6t"EDITION(2017)FBC NON-HVHZ EVALUATION F1.16048-116
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 3 of 6
TRINITY'ER®
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 the
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,LLC. 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 6:09125/2017
Page 4 of 6
TRINITY ER®
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.
TABLE 2: TILE'SLIPPAGE-LIMITATIONS FOR DIRECr-DECK TILE INSTALLATIONS =
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)
Tri-Built 5/A HTTU "' I
Underlayment
Lugged
Yl ),
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6T"EDITION(2017)FBC.NON-HVHZ EVALUATION F1.16048-116
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 5 of 6
TRINITY:ER®
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 Underlavment 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 ASSURANCEENTITY:
UL, LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-116
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
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T Product Approval Menu > Product or Application Search > pplication List > Application Detail
FL # FL18355-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer TAM'KO Building Products, Inc.-
Address/Phone/Email
nc:Address/Phone/Email PO Box 1404
Joplin, MO 64802
(417) 624-6644 Ext 2305
kerri_eden@tamko.com
Authorized Signature Kerri Eden
kerri—eden@tamko.com
Technical Representative Kerri Eden
Address/Phone/Email PO Box 1404
Joplin, MO 64802
(417) 624-6644 Ext 2305
kerri—eden@tamko.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registei
Professional Engineer
Evaluation Report - Hardcopy Receive
Florida Engineer or Architect Name who develop d the Zachary R. Priest
Evaluation Report
Florida License PE-74021.
Quality Assurarrce,Entity UL LLC
Quality Assurance Contract Expiration Date 01/07/2019
Validated By Locke Bowden P.E.
Validation Checklist - Hardcopy Recei\
Certificate of Independence FL18355 R4 COI TBP15001.4 2017 FB(
ASTM D 3161
ASTM D 3462
ASTMD D 7158
TAS 100
Equivalence of Product Standards
Certified By Approved Testing Lab
FL18355 R4 Equiv UL letter for standarc
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/25/2017
Date Validated 09/27/2017
Date Pending FBC Approval 10/08/2017
Date Approved 12/12/2017
Summary of Products
FL # Model, Number or Name Description
18355.1 Glass-Seal, Elite Glass-Seal, Heritage, ASTM D 3462 asphalt shingles
Heritage Premium, Heritage
Woodga e, Heritage Vintage, Hip and
Ridge, and Vintage Hip and Ridge
Shingles
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL18355 R4 II TBP15001.4
Approved for use outside ti VH : Yes final.pdf
Impact Resistant: N/A Verified By: Zachary R. Priest
Design Pressure: N/A Created by Independent Third
Other: See evaluation report for I mits of use. Evaluation Reports
FL18355 R4 AE TBP15001.4
ana l.-pdf
Created by Independent Third
:F, El
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1
The State of Florida is an AA/EEO empl yer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Acces
Under Florida law, email addresses are pu lic records. If you do not want your e-mail address released in response
electronic mail to this entity. Instead contact the office by phone or by traditional mail. If you have any quest
*Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45!
an email address if they have one. Thelemails provided may be-used for official communication with-the-licensee
record. If you do not wish to supply a pelf-sonal address, please provide the Department with an email address wh
To determine if you are a licensee under Chapter 455, F.S., please click here
Product Approval Accepts:
tra El PA H M
Certificate of Authorization No. 29824
J17520 Edinburgh Dr
r Tampa,FL 33647
RTEcHl49ICAL SERVICES, LLC (8131480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,C EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25,2017
220 West 4t4 Street
Joplin, MO 64801
(41-7)•624-6644-
Manufacturing Plants: Joplin, MO
Phillipsburg,KS
Frederick,MD -
Dallas,TX
Tuscaloosa,AL
Quality_Assurance: UL LLC(QU,A9625)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6. .1
Properties: Physical properties,Wind Resistance, Ind Driven Rain
REFERENCES
Entiy Report No. Standard Year
PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-051-02-01 TAS 100 1995
PRI Construction Materials,Technologies(TST5878) TAP-054-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995
PRI-Constructibn Materials Technologies(TST5878); TAP-130=02-01 TAS-100 1995.
PRI Construction Materials Technologies(TST5878) TAP'-1 31-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100. 1995
PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-314-02-01 ev 2 TAS 100 1985
PRI Construction Materials Technologies(TST5878) TRP-315-02-01 ASTM D 6381 2008(2013)e1
PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995
UL LLC(TST9628) 02NK9507 ASTM D 3161 2016
UL LLC(TST9628) 04NK24366 - ASTM D 3462 2010A
UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1
UL 2390
ASTM D 7158 2011
UL LLC(TST9628) 06NK03898 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 08CA59132 ASTM D 3161 2016
UL LLC(TST9628) ' 09NK07896 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 19GA50498 ASTM D-3462 2010A
UL LLC(TST9628) 10CA64882 ASTM D 3161 2016
UL LLC(TST9628) 11NK14014 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 12CA24551 ASTM D 3161 2016
UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1
UL LLC(TST9628) 4787043752 ASTM D 3161 2016
UL LLC(TST9628) 4787148748 ASTM D 7158 2011
ASTM D 3161 2016
ASTM D-3462- 201.0A
CREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations 2017
TBP15001.4 FL18355-R4 Page 1 of 11
This evaluation report is provided for State of Florida productapprovai undE r Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance chanj ies throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,rec ommended use, or other product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Elite Glass-Seal® 12-1/4"x 36", AS-IM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules c mplying with ASTM D 3462.
Glass-Seal 12-1/4" x 36", AS IM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules c mplying with ASTM D 3462.
Glass-Seal 12-1/4"x 36", ASTM D 7158, Class H self-sealing, 34ab asphalt shingle with fiberglass
(Joplin) mat coated on bot i sides with asphalt and surfaced with ceramic granules complying
with ASTM D 3462 Shingles shall be used in the non-HVHZ only.
Heritage@ 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas, Frederick, reinforced, lamina ed architectural asphalt shingle surfaced with mineral granules
Joplin, Phillipsburg& complying with ASM D 3462.
Tuscaloosa)
Heritage@ Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas, Frederick, reinforced, lamina ed architectural asphalt shingle surfaced with mineral granules
Phillipsburg& complying with ASM D 3462.
Tuscaloosa)
Heritage@ Premium 12" x 36", ASTM 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Frederick) laminated architec ral asphalt shingle surfaced with mineral granules -complying with.
ASTM D 3462.
Heritage@ Vintage@ 17-1/2"x 40",ASTI A D 3161, Class F and ASTM D 7158,Class H fiberglass reinforced,
(Phillipsburg) laminated architeclural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage@ Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas&Frederick) reinforced, lamina ed architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
Heritage@ Woodgate 12" x 36-3/8", ASM D 3161, Class F fiberglass reinforced, laminated architectural
(Frederick) asphalt shingle su aced with mineral granules complying with ASTM D 3462. Shingles
shall be used in thE non-HVHZ only.
Hip and Ridge Shingles 12-1/4" x 12", ASM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
(Frederick&Joplin) shingle surfaced wi h mineral granules complying with ASTM D 3462.
Vintage@ Hip and Ridge 12" x 12", ASTM C 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
(Phillipsburg) surfaced with minei al granules complying with ASTM D 3462.
TBP15001.4 I FL18355-R4 Page 2 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or qu ility assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply wan anty, installation, recommended use,or other product attributes that are not
specifically addressed herein.
=? CREEKTAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass-Seal® Basic Wind Speed (Vuir): Max. 194 niph
(Frederick,Joplin& Basic Wind Speed(Vasa): . Max. 150 n ph
Tuscaloosa) Deck(HVHZ): In accorda I ce with FBC requirements;
& Solidly'sheathed min. 19/32 in. plywood or wood plank for
Glass-Seal new con$truction; Min. 15/32' in. plywood existing
'(Frederick;Joplin(Non- . constructio
HVHZ)&Tuscaloosa) Deck(Nan-HVHZ): In accordapce with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordapce with FBC requirements.
Min.slope: 2:12 and T accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles atislopes greater than 21:12. i
Installation(HVHZ); Installed with 5-1/8 inch exposure in accordance with RAS
115 and Manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below. 1
Installation (Nan-HVHZ):. Installed with 5-1/8-inch exposure in accordance with FBC
requirements and manufacturer's published installation
instruction. Shingles shall be attached using either"4 Nail
Pattern"o "6 Nail Pattern"detailed below.
NAILS
y-
Nalling . ............ ..._._-.-. - ----........ ...._.---- .------------------------ ------- '7 F1
Area
18„
BW Edge
Figure 1. Elite Glass-Seal Glass-Seal
4 Nail Pattern(Nan-HVZ only)
NAILS
Nailing11
- - --
AC - .....__...... _ _
5 X118"
Butt Edge
Figure 2. Elite Glass-Seat 8 Glass-Seal
6 Nail Pattern
I
TBP15001A FL18355-R4 Page 3 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical'Services,LLC of any product changes or quality assurance chap les throughout the duration for Vkch this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
I
i
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SERVICES, LLC
Heritage® Basic Wind Speed (V„„): Max. 194 mph
(Dallas, Frederick,Joplin, Basic Wind Speed (Vasd): Max. 150 mph
Phillipsburg&Tuscaloosa) -Deck HVHZ): 'In accordance with FBC requirements;
& Solidly sheathed min. 19/32 in. plywood or wood plank for
Heritage®Premium new construction; Min. 15/32 in. plywood existing
(Dallas, Frederick construction.
Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 15/32 in. plywood or wood plank for
Heritage®Woodgate new construction; Min.7/16 in.OSB existing construction.
(Dallas&Frederick) Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC Tequirements. -Refer-to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5-5/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non- VHZ): Installed with 5-5/8 in. exposure in accordance with FBC
requirements and manufacturer's _published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
FASTENERS NAIL ZON E
fCOMMION
BOND
6-118" EXPOSURE 6-E/8"
1 12-11211-+-112-318l1 --+- 12-1 I2'L-� �--111
Figure 3. Heritage®, Heritage®Premium, and Heritage®Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS NAIL ZONE
I COMMON
BOND
ELEXPOSURE 6-518"
i'=--►I �-7-112=®�I-7-112"-� 7318"-�F 7-1/2"-b'�-7-112"-� lot--1"
Figure 4. Heritage®&Heritage®Premium
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 4 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quplity assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not
specifically addressed herein.
I
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
NAIL ZONFJ
STENEiRSCOMMONBOND
6-1/8"
EXPOSURE 5518"
1,� �•��„_�_7-112'61►�T-3/8' 7-1127-112 �d..i”
Figure S. Heritage@ Woodgate
6 Nail Pattern
12-1/211-
„
/FASTENERS Common Bond
; ;
' ,:::•,: ;Y�'^JM::v ter.:--cti'c,. i.
M'.�•. •iti:vv?S.; .:v$:�;;.; ';%`:” *�'-'h` •:4�.•'�,v.s•; x;..•,':M:sCL 7
:,k::rrc.v35�'.•?`.•�'c^:is Esti. "c,
O QD
Lu CO
( ' 39-3/8" r
Figure 6. Heritage@, Heritage@ Premiurrj, &Heritage@ Woodgate
Alternate 6 Nail Pattern
PAINT. �
LINE
7-7/8" - -- -- - — - - ___- -- ---- --- – ___ -_----------NAIL ZONE
6-118" EDGE OF
CMON
BOOND
EXPOSURE
S-tea/8"
ACCEPTABLE
FASTENER LOCA. ION
DO NOT FASTEN
ALONG-EDGE OF
–_.-- COMMON BOND
I
E PREFERRED
FASTENER
LOCATION
Figure 7. Heritage@(Tu i caloosa)
Expanded Nail Zone
Nail patterns from Figures 3,4,and 6 may be placed in the naff zone as described above
TBP15001.4 FL18355-R4 (JI Page 5 of.11
This evaluation report is provided for State of Florida product approval unddr Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
1
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SERVICES, LLC
I
Heritage®Premium Basic Wind Speed (Wit): Max. 194 mph
(Frederick) Basic Wind Speed (Vasd): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;-Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12. .
Installation(HVHZ); Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HUHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
-NAIL ZONE/
FASTi HERS /COMMONBOND
5112" EXPOSURE 511
IAL_
I Figure 8. Heritage®Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONEI
FASTENERS 0OMMON SOND
f
511a"
EXPOSURE 5"
Figure 9. Heritage®Premium (Frederick)
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 6 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply wart nty, installation, recommended use,or other product attributes that are not
specifically addressed herein.
i
i
r
i
1
CREEKTAMKO BUILDING PRODUCTS
a, Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Woodgate Basic Wind Speed (Vuit): Max. 194 mph
(Frederick) Basic Wind Speed(Vag}: Max. 150 mph
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles-atIstopesgreater than-21-:1-2:
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or�'6 Nail Pattern"detailed below.
NAIL ZONEt
FASTENER � COMMON BOND
Air
T
"1
EXPOSURE Y
11" -41-12-3/8'r
Figure 10. Heritage®Woodgate(Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL.ZONE/_
FASTENERS /COMMON BOND
1
5112" .}.SURE 5°
1"4 6- 9.112"- A�3' F9.30-449! 112"-4
Figure 11.' Heritage®Woodgate(Frederick)
6 Nail Pattern
3
TBP15001.4 FL18355-R4 1 Page 7 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recti mmended use,or other product attributes that are not
specifically addressed herein. `
i
, TAMKO BUILDING PRODUCTS
CREEK i Asphalt Shingles
s TECHNICAL SERVICES, LLC
I
Heritage®Vintage® Basic Wind Speed Put): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vasd): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ) In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ);: Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"5 Nail
Pattern"or"6 Nail Pattern"detailed below.
I
I
4d, _
Y ugmne ecposure
T a nmmas z titch
aI.Fasteners N3 it
ori
17-M)
Exposure
1---i aanr�{ I �+—taanr�
Figure X12. Heritage®Vintage®
5 Nail Pattern (non-HVHZ only)
40ff Bgmum
'� rbmt
T7 w�a
6. I Fa�entrs r17-1NIM
12`
7 V�LF
- -Bum
� 7-3/S 7'Ld'
-t IW
� t•7/2'
=-7/j"-►I i 761 &7!6'
Figure j13. Heritage®Vintage®
6 Nail Pattern
TBP15001.4 I FL18355-R4 Page 8 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein. !
y _y TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SERVICES, LLC
Hip&Ridge Basic Wind Speed(Vit): Max. 194 rt ph
(Frederick&Joplin) Basic Wind Speed(Vasd): Max. 150 mph
Deck(HVHZ): In accordag�ce with-FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
`Deck(Non-HVHZf: In accordance with FBG requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and inlaccordance with FBC requirements.
Installation: Installed with 5-1/8 inch exposure in accordance with the
FBC and manufacturer's published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind:
Direction of prevailing wind
Start— h5-1/5" exposure
here
Zn-M]
i
Start
Figure 1 here 5-115"exposure
lit-
Fastener Fastener
v wv
Figure 2 Figure 3
rr
Figure 14. Hip &Ridge(Frederick&Jopliny
I
r
TBP15001.4 FL18355-R4 I Page 9 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall,notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommmended use,or other product attributes that are not
specifically addressed herein. 1
!
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECi-INICAL SERVICES, LLC
Vintage®Hip&Ridge Basic Wind Speed(V,,,,): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vasd): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ- 1n accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5 inch exposure in accordance with the FBC
and manufacturer's published installation instructions. The
direction of the exposed end shall be away from the
prevailing.wind.
Direction of prevailing wind
heart 54" exposure
Fn]
start
here 5" exposure
Figure 1
1"
.Fastener C ,�I fastener
r �5-1/2"
Figure 2 1 4 Figure 3
Figure 15. Viritage®Hip & Ridge(Phillipsburg)
i
I
I
I
TBP15001.4 FL18355-R4 'Page 10-of 1-I
This evaluation report is provided for State of Floridd product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not
specifically addressed herein.
I
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
IwITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance,with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 fl in the HVHZ.
4) Classification to ASTM D 7158 applies to exposure 6&C with a building mean roof height of 60-ft or less.
5) Deck substrates shall be clean, dry, and free from any irregularities-and.debris-, Alifastenersin.the-deck
shall hall'be checked for protrusion and corrected prior to uride6yment application.
6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
7) installation of the evaluated products shall comply with this report, the FBC, and the manufacturers
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
8) All products listed in this report shall be manufactured under)a quality assurance program in compliance with
Rule 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code,6"'Edition(2017)as evidenced in the referenced documents sbmitted by the named manufacturer.
R P
2017.09.25
No 74021 1"7
11 :31 :41
0
4'00
Z - '
STAT 0-F .:W
Z
ZR Priest, P.E.
".4 N 441'ZI Zachary
I
I .... F or
0 R ida Registration No.
Organization No.ANE1166974021
-filJONM Itw
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services,LLC:does not have,nor will it acquire,a financial nterest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under
this evaluation. I
Zachary R. Priest, P.E.does not have, nor Will acquire,a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in an other entity involved in the approval process of the
product.
END OF REPORT I
TBP150011.4 FL18355-R4 Page 11 of 11
This evaluation report is provided for State of Florida product approval under R'ble 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein. llf
r,n Certificate of Authorization No.29824
GREEK 17520 Edinburgh Dr
Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,C EDITION(2017)
Manufacturer: OWENS CORNING ROOFING AND ASPHALT LLC Issued September 30, 2017
1 Owens Corning Parkway
Toledo,OH 43657
(800)438-7465
www.owenscornin-g.com
Quality Assurance: UL LLC(QUA9625)
SCOPE
Category: Roofing
Subcategory: Roofing Accessories that are an Integral Part of the Roofing System
Code Sections: 1708.2
Properties: Roof Ventilation v�y�
REFERENCES
Enti Report No. Standard Year
Architectural Testing,Inc(TST1558) 01-38660.04 TAS 100(A) 1995
Architectural Testing,Inc(TST1558) 01-38660.05 TAS 100(A) 1995
Architectural Testing,Inc(TST1558) C1774.01-109-18 TAS 100(A) 1995
ASTM D 635 2010
ASTM D 1929 2012
ASTM D 2843 2010
PRI Construction Materials Technologies(TST5878) AVIG-005-02-01 ASTM D 635 2010
ASTM D 1929 2012
ASTM D 2843 2010
PRI Construction Materials Technologies(TST5878) AVIG-006-02-01 ASTM G 155 2005a
PRI Construction Materials Technologies(TST5878) OCF-111-02-01 ASTM D 635 2010
ASTM D 1929 2012
ASTM D 2843 2010
PRI Construction Materials Technologies(TST5878) OCF-112-02-01 ASTM G 155 2005a
PRI Construction Materials Technologies(TST5878) OCF-116-02-01 TAS 100(A) 1995
PRI Construction Materials Technologies(TST5878) OCF-223-02-01 TAS 100(A) 1995
PRI Construction Materials Technologies(TST5878) OHI-007-02-01 TAS 100(A) 1995
OCR14003.3 FL10758-R7 Page 1 of 5
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not
specifically addressed herein.
CRK OWENS CORNING ROOFING AND ASPHALT LLC
VentSure® Roof Ventilation
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION AND APPLICATION
VentSure 4-Foot Strip 1-1/4" x 14-7/8" x 48" low-profile attic ridge vent consisting of.a two-layer nylon-
Heat and Moisture Ridge polyester composite. Available with or without a polyester fabric moisture barrier for
Vents: installation in shingle roof systems.
48"
14-7/8"
Deck Type: Roof deck shall be constructed of closely fitted sheathing for new or existing
construction. Roof deck shall be designed and installed in accordance with FBC
requirements.
Roof slope: Minimum 3:12 to maximum 16/12
Installation Height: Maximum 60-ft
Attachment Method: Cut a 2-inch opening (1-inch on each side of the ridge) centered in the deck at the
ridge for ventilation. The slot shall terminate approximately 6-inches from the rake
edges. Apply a '/4-inch wide bead of ASTM D 4586 roofing cement along the entire
length of the outside edges of the vent to seal the vent to the field shingles, taking
care to not completely cover the weep slots in the vent. Center the vent over the
opening and fasten to the deck using the 11 ga.2%2-inch galvanized ring shank nails
(shall comply with FBC Section 1506.5)provided with the vent. Fasteners are to be
installed on both sides of the vent 1, 12,24, 36,and 47-inches from the start of each
vent piece.
Prepare the adjacent vent section by applying the roofing cement along the edges,
snap together with fixed vent, and fasten to the deck in the same manner as the-first
section. Fasten the ridge shingles over the vent to the deck on the marked "shingle
nail line" with two (2) minimum 11 ga. 2%z-inch galvanized ring shank roofing nails
(shall comply with FBC Section 1506.5) provided with the vent or as directed by the
shingle manufacturer's installation instructions.
Allowable Roof Coverings: Asphalt shingles
OCR14003.3 FL10758-R7 Page 2 of 5
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not
specifically addressed herein.
G D L,"RE K iI OWENS CORNING ROOFING AND ASPHALT LLC
VentSure@) Roof Ventilation
TECHNICAL SERVICES, LLC
VentSureo Low Profile 18"x 24"x 2-3/16"(32"'x 23"flange base)static off-ridge vent composed of ASTM
Slant Back Roof Vent A653 galvanized steel(available with painted finish). Material shall conform with
with Exterior Louver: FBC Section 1507.4.3.
—i'
r
TSP ' 1 BOTTV
I ,_ �.,, _L
F -9 !-
'' +
9AGK �lr!- rR, Fii _
Deck Type: Roof deck shall be constructed of closely fitted sheathing for new or existing
construction. Roof deck shall be designed and installed in accordance with FBC
requirements.
Roof slope: Minimum 3:12
Installation Height: Maximum 33-ft
Attachment Method: Cut an 11 x 11-inch hole through wood sheathing only approximately 18-inches from
the ridge. Apply 1/4-inch thick by 3-inch wide bed of ASTM D 4586 roofing cement
around inner and outer flange. Place vent directly over the hole, ensuring the vent
sits flat on the roof. Fasten vent 4-inches o.c.and 1-inch from outside edge of flange
with minimum 12 ga. ring shank roofing nails (shall comply with FBC Section
1506.5), ensuring %-inch penetration through wood deck (Minimum 18 nails per
vent).
Install baffle in %-inch bed of ASTM D 4586 roofing cement and secure with
minimum 12 ga. ring shank roofing nails (shall comply with FBC Section 1506.5)
spaced 8-inches o.c. (total of (3) nails) while ensuring %-inch penetration through
wood deck.Seal all nails and vent flange with ASTM D 4586 roofing cement.
Allowable Roof Coverings: Asphalt shingles
OCR14003.3 FL10758-R7 Page 3 of 5
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not
specifically addressed herein.
DEEK OWENS CORNING ROOFING AND ASPHALT LLC
1 1 Ve_ntSure® Roof Ventilation
TECHNICAL SERVICES, LLC
VentSureo Rigid Roll 5/8"x 11-1/4"x 20'attic ridge vent composed of high density polypropylene with a
Ridge Vent: spun-bond polypropylene fabric.
20'
i
Deck Type: Roof deck shall be constructed of closely fitted sheathing for new or existing
construction. Roof deck shall be designed and installed in accordance with FBC
requirements.
Roof slope: Minimum 2:12 to maximum 20:12
Installation Height: Maximum 60-ft
Attachment Method: Cut a 2-inch opening (1-inch on each side of the ridge) centered in the deck at the
ridge for ventilation. The slot shall terminate approximately 12-inches from the rake
edges. Apply a continuous bead of polyurethane adhesive sealant along the entire
length of the outside edges of the vent to seal the vent to the field shingles. Center
the vent over the opening and fasten the vent 24-inches o.c. to the deck using
minimum 12 ga. ring shank roofing nails (shall comply with FBC Section 1506.5),
ensuring%-inch penetration through wood deck.
Fasten the ridge shingles over the vent to the deck on the marked "shingle nail line"
with two(2)minimum 12 ga. ring shank roofing nails(shall comply with FBC Section
1506.5) or as directed by the shingle manufacturer's installation instructions,
ensuring%-inch penetration through wood deck. Outside edges of the shingles shall
be sealed with flashing cement.
Allowable Roof Coverings: Asphalt shingles
LIMITATIONS
1) Fire Classification is outside the scope of this evaluation.
2) This report is not for use in the HVHZ.
3) The roof deck and deck attachment shall be designed by others in accordance with the FBC.
4) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
5) Owens Coming vents shall be installed in strict compliance with this evaluation report and the
manufacturer's published installation instructions. In the event of conflict, the more restrictive installation
shall be enforced.
6) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion prior to installation.
7) Installation of the roof assembly is outside the scope of this evaluation.
8) Owens Coming vents are intended to provide passive ventilation for an enclosed attic in residential
construction applications.
OCR14003.3 FL10758-R7 Page 4 of 5
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not
specifically addressed herein.
CREEK OWENS CORNING ROOFING AND ASPHALT LLC
VentSure® Roof Ventilation
TECHNICAL SERVICES, LLC
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code,6'!'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
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CERTIFICATION OF INDEPENDENCE
CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire,a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
OCR14003.3• FL10758-R7 Page 5 of 5
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not
specifically addressed herein.