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REVISION FEE:
PERMITJoo'/
RECEIPT #
PLANNING & DEVELOPMENT. SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772)462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS: /Q'VvTM
�, ' �% T~ • �, f�V/.ter/ L
DETAILED DESCRIPTION OF PROJECT
CONTRACTOR INFORMATION:
STATE of FL REG./CE .#: �G
BUSINESS NAME: 17) p (Y I7ll.4
• N N N firlip, l,'Wi.'f21f,
CITY: pJ STATE:.
PHONE (DAYTIME):
OWNER/BUILDER INFORMATION:
NAME:
LUCIE CO CERT. #:
ZIP:
FAX:
FILE COPY
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME: FAX:
ARCHITECT/ENGINEER INFORMATION:.
NAME: v
ADDRESS:
CITY: r STATE:
PHONE (DAYTI ):
SLCCC: 9123109
Revised 06130/17 '
ZIP:
FAX:
John M. Foster - Architect
Member - American Institute of Architects - LEED AP September 1, 2020
11205 Ridge Ave.
Fort Pierce, Florida 34982
(772) 370-9464 jmfarch@gmail.com
Florida Reg. No. 8511
Planning & Development Services REVIEWED FOR
Building & Code Regulation Division
2300 Virginia.Avenue CODE COMPLIANCE
Ft. Pierce, Florida 34982 ST. LUCIE COUNTY
SLC Permit 2004-0467 FILE Copy BOCC
Single Family Residence j ��2
2802 Flotilla Terrace
%
Substitution of Tri-Built self -adhered non -woven polyester surfaced, SBS
modified bitumen roof underlayment meeting ASTM D1970 & FRSAlTRI April
2012 requirements may be substituted for the specified .underlayment. Per
Evaluation Report A42960.10.12.R6:
1) ... Underlayment shall not be left exposed for longer than 30 days after
installation.
2) Tri-Built Materials Group, LLC recommends priming the deck if final roof cover
installation is not slated for installation within 24 hours.
If there are are questions regarding this revision, please�contact me as shown
above.
C iE 0P'A 0
oNN M.
I
'� • A RON�
Florida Building Code Online
8/27/20, 3:25 AM
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Product Approval
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Product Aooroval Menu > Product or Application Search > Application List > Application Detail
FL #
FL16048-R6
Application Type
Revision
Code Version
2017
Application Status
Approved
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Archived
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Address/Phone/Email
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Validated By .
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Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
t�7
TH-Bu I Materials roup, LLC
PO Box 70
Rutherford, NJ 07070
@d1u o.
David Ruiz
david.ruiz@tribuiltmg.com
David Ruiz
250 Route 17 North
East Rutherford, NJ 07073
(201)842-2449
davld.ruiz@tribuiltmateriaisgroup.com
Roofing
Underlayments
Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional
Engineer
i-1 Evaluation Report - Hardcopy Received
Robert Nieminen
PE-59166
UL LLC
06/29/2023
John W. Knezevich, PE
@ Validation Checklist - Hardcopy Received
FL16048 R6 COI 2017 01 COI NieminmJ M
Standard
ASTM D1970
ASTM G155
FM 4474
FRSA/TRI April 2012 (04-12)
UL 1897
Year
2015
2005
2011
2012
2012
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnRBjv9FiYHTk4FLCxcgVtRhfvMw°/a3d%3d Page 1 of 2
Florida Building Code Online
8/27/20, 3:25 AM
r4
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
09/25/2017
10/01/2017
10/03/2017
12/12/2017
"
Model, Number or Name
Description
16048.1
TRI-BUILT Roof Underlayments
Self -adhering, modified bitumen roof underlayments
—-1
Installation Instructions
Approved for, use in HVHZ: No
FL16048 &{_U 2017 0—FINAL ER TRj_
Approved for use outside HVHZ: Yes
BUILT UNDERLAYMENTS F116048-R6.p_df
Impa Resl�t�r t.,%N A N
Verified By: Robert Nieminen PE-59166
r#"sign Pressure: +N A/-15 )
Created by Independent Third Party: Yes
Tfi-dL'sig(rp"f lire noted herein pertains to use of foam -on
Evaluation Reports
the systems overtop the self -adhering underlayment for one particular
FL16048 95 Ag 2017 09 EINAL FR TRI-
application. See ER Section 5.6.4 for details. 2.) Refer to ER Section 5 for
BUILTLT_UNDERLAYMENTS FL16048-R6.odf
other Limits of Use.
Created by Independent Third Party: Yes
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: AccessibiIIJU Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee
under Chapter 455, F.S., please click here_.
Product Approval Accepts:
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r, -
k R%N1� Y ERQ
EVALUATION REPORT
TRI-BUILT Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800)516-1485
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
(203) 262-9245
Evaluation Report A42960.10.12-R6
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 eh Edition (2017) Florida Building Code
seet._iops�{1pec herein.
,_ ..
C, DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall biiiri atccordance 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 RobertNieminen, 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 "TrinitylERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6.
Prepared by:
r;
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 09/25/2017. This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Trinity lERD 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.
S. This is a building code evaluation. Neither TrinitylERD 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.
�.,. "RIM�'jY{ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as. 5.0ouced by TRI-BUILT Mat vials rou , LLC, have
demonstrated compliance with the following sections of th Edition (2017) Florida Building Code hrough testing
in accordance with the following Standards. Compliance is su Eject to M a nsta a ion eq Iru ements 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
S40540.11.13
11/19/2013
ERD (TST6049)
Physical Properties
S40540.03.14
03/26/2014
ERD (TST6049)
Physical Properties
S44870.04.14-2
04/02/2014
ERD (TST6049)
Physical Properties
S44870.04.14-3
04/02/2014
ERD (TST6049)
Physical Properties
S44870.04.14-1
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-Ri
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
4.2
4.3
Tri-Built Sand-R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS
modified bitumen roof underlayment, with a 36-inch sheet width; meets ASTM D1970..,.
bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012.
Tri-Built Smooth HT S%A Unde meni° Is a self=adhering, glass -mat
modified bitumen roof underlayment; meets ASTM D1970.
S. LIMITATIONS:
SBS modified
SBS
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, LLC. Evaluation Report A42960.10.12-R6
Certiftcate of Authorisation #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL36048-R6
TRI-BUILT Roof Underlayments; (800) 516.1485 Revision 6: 09/25/2017
Page 2 of 6
iMERA
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:
�� �, `�' '?im Sa- .e�yf'SP2*i:t 4 � "6 .•sw ✓ '�
x �C{y �• � x.�x,,,.�'-f k� �
'" N .1 E. Pbt?S�` f 3' w`�'� a F1s �f 3iY' J .P'-'wed` v�£v✓` n t
x1�Ri'�QF-�OVER:QPTIO[�t;:`�n'. ��� f�°r'�� .gip .' ,�`"°` �o
.y' 1�° �
,;i71B �.'�° �.-�� �,��
..
Underlayment
Asphalt
Nail -On Tile
Foam -On Tile
�`47sry
Metal
Wood Shakes
Slate
Shingles
& Shingles
Tri-Built Sand-R SA Shingle
Yes
No
No
No
Yes
Yes
Underlayment
Tri-Built S/A HT TU
Yes
Yes
Yes
Yes
Yes
Yes
Underlayment
See 5.5.1
Tri-Built Smooth HT S/A
Underlayment
Yes
No
No
Yes
Yes
Yes
5.5.1 "Foam -On Tile" is limited to. use of the following Approved the adhesives / underlayment combinations.
r " t i ,:G :yF-y` " '^y^se'ka e - •gym. 2 1 ,. 'a
��utBrE1A�"IAUV{rApLa1IVEUNrtE�R> e11uaTQNs£z >z
Adhesive
Florida Product Approval
Underlayments
ICP Adhesives Polyset® AH-160
FL6332
Tri-Built S/A HTTU Underlayment
Dow TileBondT"
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.
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 3 of 6
Ti l NI Y 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 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 A42960.10.12-116
Certifleate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-116
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 4 of 6
p
;Mi "N 141,
ER
SA4.1 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.
5.7
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 WDi, 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 2.20 o FM Loss Preyention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
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
5.8 Tile Slionaee Limitations (TAS 103 Der 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.
AB[
**K4. .-. .. ..�3"'Y, f �r. u^.wa.++'����e
.2 5 tTA ��j ' aR
�.N: e..FS�,..e'ee'i"...: ., ii=.,. ;. �ry ...r �. .v-L�.S
tR w yyy� Ti� �$��zryya����A aTiONS k`W-M � �
^' �*.• ..�- .3!!!:'�. .°.ia.s...-§.�14v �: .. Y. hµ`:
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)
P. z
Tri-Built S/A HTTU
IT u
Underlayment
Lugged
z -
Exterior Research and Design, U.C. Evaluation Report A42960.10.12-116
Certificate of Authorization #9503 6n' EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 5 of 6
INIIY I ERa`
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 Underlavment. Tri-Built S/A HT TU Underlavment or Tri-Built Smooth HT S/A
Underlavment:
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
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. ,�, R� ,a ..�•.,,�,„,,.
Apply sheet parallel to the roore-dge. 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 Underlavment 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 S.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012 (04-12). .
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile
staging.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Gulfport, MS
9. QUALITY ASSURANCE ENTITY:
UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT -
',��iS�'.'r"2'+"
Exterior Research and Design, LLC. GG �� 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 Yc Revision 6: 09/25/2017
�R. Page 6 of 6
'tritSbJWS's'd2'ai5s" M+�''