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FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
FLR4
Revision vision ��� ���
.-
2017 _-M—ok< 7 �--
Approved ST. LUCIE COUNTY BUILDING DIVISION
REVIEWED FOR COMPLIANCE
REVIEW
DATES
PLANAND PERMUST BE KE ON )OB
SITE OR NO.INSPECTION(S) WILL BE MADE
InterWrap, Inc.
32923 Mission Way
Mission, NON -US 00000
(551) 574-2939
mtupas@interwrap.com
( _Authorized Signatu_ re _ Eduardo Lozano
elozano@interwrap.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Eduardo Lozano
32923 Mission Way
Mission, NON -US 00000
(778)945-2891
elozano@interwrap.com.
THESE PLANS AND ALL PROPOSED WORK
REQUIRED BY FIDE DICORRECTIONS SAT
COMPLY WIITEH AALLLL APPLICABLE CODES.
CONCEALED FASTENERS OR ATTACHMENTS
ARETHE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD
https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2f FrZeHYB7UCe5KMrdWfCTI V4nplGf3gzxvwUJA%3d%3d 1 /3
1/11/2018 Florida Building Code Online
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity Intertek Testing Services NA, Inca- QA Entity
Quality Assurance Contract Expiration Date 09/30/2019
Validated By John W. Knezevich, PE
OO Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
FL11602 R4 COI 2017 01 COI Nieminen.pdf
Standard
ASTM D1970
ASTM D226 (physicals)
FRSA/TRI April 2012
TAS 110 (weathering)
Method 1 Option D
Date Submitted 10/10/2017
Date Validated 10/11/2017
Date Pending FBC Approval 10/15/2017
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2f rrZeHYB7UCe5KMrdWfCT1 V4nplGf3gzxVWUJA%3d%3d
Year
2015
2009
2012
2000
2/3
1/11/2018 Florida Building Code Online
Date Approved 12/12/2017
Summary of Products
FL #
Model, Number or Name
Description
11602.1
Titanium Roof Underlayments
Synthetic sheet -type roof underlayments
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11602 R4 II 2017 10 FINAL ER INTERWRAP FL11602-
R4.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-45
Created by Independent Third Party: Yes
Other: 1.) The design pressure noted herein pertains to use
Evaluation Reports
of a specific underlayment system beneath foam -on tile
FL11602 R4 AE 2017 10 FINAL ER INTERWRAP FL11602-
R4.pdf
sytsems. Refer to ER Section 5.6.3 for details. 2.) Refer to ER
Sections 5 and 6 for 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 :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S.,
please click here .
Product Approval Accepts:
hftps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsQFc6K%2frrZeHYB7UCe5KMrdWfCTlV4np[Gf3gzxVWUJA%3d%3d 313
\j � Y ERD
TION REPORT
Interwrap, Inc.
32923 Mission Way
Mission, BC V2V-6E4 Canada
(551) 574-2939
EXTERIOR RESEARCH &:DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
.(203) 262-9245
Evaluation Report 111980.11:08-R4
FL11602-R4
Date ofllissuance: 1l/03/2008.
Revision 4:10/10/2017
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)1 Florida Building Code
sections noted herein. I
DESCRIPTION: TitaniumTm Roof Uncle rlayments
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 NiemIinen, P.E. if'the product
changes or the referenced Quality Assurance documentation changes. Trinityl ERD requires,a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD 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 7. ' •
Prepared by:
S T{SlJ.tf�rf,,
E.
Robert J.M. Nieminen, P.E. ,�:ss';�•�r'�=r,'`� I
�� d �stt;�•- The facsimile seal appearing was authorized by Robert
Florida Registration No. 59166, Florida DCA ANE1983 Nieminen, P.E. on 10/10/2017. This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. Trinityl ERD does not have, nor does it intend to acquire or will it acquire, a financial interest it 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. i
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.
I
15. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specificall0or that purpose.
I
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Titanium'"' Roof Underlayments, as produced by Interwrap, Inc., have demonstrated
compliance with the intent of the following sections of the 61h Edition (2017) Florida Building Code through testing
in accordance with applicable sections the following Standards. Compliance is subject,! to the Installation
Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
1507.1.1, T1507.1.1
1507.1.1
1507.1.1, T1507.1.1, 1507.2.9.2
1507.3.3
TAS 110
3. REFERENCES:
kniitf
ERD(TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)'
ERD (TST6049)
ITS (TST1509)
ITS (TST1509)
ITS(TST1509)
ITS (TST1509)
PRI(TST5878)
PRI (TST5878)
PRI(TST5878)
PRI(TST5878)
ITS (QUA1673)
ITS (QUA1673)
4. PRODUCT DESCRIPTION:
4.1
4.1.1
4.2
4.2.1
4.2.2
4.2.3
Pro e
Unrolling, Breaking Strength, Pliability
Tear Strength .
Physical Properties
Physical Properties
Accelerated Weathering
Examination
Physical Properties
Physical Properties
Physical Properties
ASTM D226
Wind Uplift
ASTM D226
ASTM D226
Physical Properties
ASTM D226
ASTM D1970
ASTM D1970; Tear strength
ASTM D1970; Tear strength
ASTM D1970; Tear strength
Quality Control
Quality Control
Self -Adhering Underlayments:
Standard I Year
ASTM D226 2009
ASTM D1970 2015
ASTM D1970 i 2015
FRSA/TRI April 2012 (04-12) 2012
TAS 110 ! 2000
Reference
115010.04.09
115010.05.10
135520.06.11 `
138010.08.11
135520.08.11-1
311801000Q-003
3130639COQ-002A
3126617COQ-005
101823107COQ-011
OCF-341-02-01
OCF-331-02-02
OCF-332-02-02
OCF-334-02-02
ITS Listings
Service Confirmation
I
Titaniumrm PSU-30 is an unreinforced polymer modified bitumen material a
polymer -coated, synthetic woven sheet. The underside is backed with a i
Ibs/square. Meets ASTM D1970 as a single -layer and meets FRSA/TRI April 20:
Mechanically Fastened Underlayments:
Titanium*'" UDL-25 is a synthetic sheet -type underlayment comprised of a
with a polymer coating. Unit weight 2.5 Ibs/square. Meets FBC 1507.1.1(E
TitaniumTm UDL-30 is a synthetic sheet -type underlayment comprised of a 1
with a polymer coating. Unit weight 4.0 Ibs/square. Meets FBC 1507.1.1(E
Titanium'"' UDL-50 is a synthetic sheet -type underlayment comprised of a i
with a polymer coating. Unit weight 4.7 Ibs/square. Meets FBC 1507.1.1(E
Date
04/29/2009
05/14/2010
06/15/2011
08/11/2011
08/12/2011
04/26/2007
08/21/2007
10/31/2007
01/23/2015
09/20/2017
10/03/2017
10/03/2017
10/03/2017
Current
09/30/2017
ered to the underside of a
ease film. Unit weieht 24
when used in 2-ply system.
n core coated on one side
on).
core coated on both sides
core coated on both sides
in).
Exterior Research and Design, U.C. i Evaluation Report 111980.11.08-R4
Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R4
Titanium Roof Underlayments Revision 4:10/10/2017
Paget of7
• TRl�IITY �E�
S. LIMITATIONS:
5.1 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 vers ns 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 report; refer to current Approved Roofing Mate4als Directory for fire
ratings of this product.
5.4 TitaniumT"° Roof Underlayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. If not listed, a request may be made to the
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering. I
5.5 Allowable Roof Covers:
Asphalt Wood Shakes
Underlayment Shingles Nall -On Tile Foam On Tile Metal & Shingles Slate
TitaniumPSU-30
(Silvassa, India) I5j eB
Titanium PSU-30 Yes
(Brentwood, NH) Yes es Yes
Titanium UDL-25.
Titanium UDL-30 ,n
Titanium UDL-50._��
5.5.1 "Foam -On Tile" is limited to use of following Approved tile adhesives / underlay I ent combinations.
Adhesive Florida Product Approval Underlayments
Dow TIIeBond— FL22525 Titanium PSU-30•(Sllvassa, India)
ICP Adhesives Polyset® AH-160 FL6332 Titanium PSU-30 (Silvassa, India)
5.6 Allowable Substrates: Titanium PSU-30:
5.6.1 Direct -Bond to Deck:
➢ New untreated plywood;
➢ Existing untreated plywood, primed as needed with D41 primer to achieve bond.
5.6.2 Bond to Mechanically Attached Base Sheet:
> ASTM D226, Type I or II felt.
3> Titanium UDL-30 (primed with D41 primer) or UDL-30 (inverted).
r
Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for
Exterior Research and Design, I.I.C.
Certificate of Authorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION
Titanium Roof Underlayments
1
Moment Resistance Performance.
Evaluation Report 111980.11.08-R4
FL11602-R4
Revision 4:10/10/2017
Page $ of 7
I
I
I.
TRIMTY, ERA
5.6.3 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-onitile systems, where
the underlayment forms part of the load -path. The following wind.uplift limitations apply to underlayment
systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam ion 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 loads.
#1 Maximum Design Pressure = -45 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: (Optional) ASTM D41
Underlayment: One or two plies, Titanium PSU-30 (Silvassa, India), self -adhered
#2 Maximum Design Pressure =-30.psf*:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL-30 (inverted)
Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, he not less than 3/8 inch
diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch
with min. 32 ga., 1-5/8" diameter tin caps i
Spacing: 6-inch o.c. at 4-inch wide side laps and 12-inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required at all tin -caps.
Underlayment: One or two plies, Titanium PSU 30 (Silvassa, India), self -adhered i
#3 Maximum Design Pressure = -30 psf*:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfa,'ction of Authority Having •
Jurisdiction. I
Base Sheet: Titanium UDL-30 (printed side up)
Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch
diameter and length sufficient to penetrate through the thickness of�tleck not less than 3/16-inch
with min. 32 ga., 1-5/8" diametertin caps.
Spacing: 6-inch o.c. at 4-inch wide side laps and 12-inch o.c: at three (3), equallyispaced center rows.
Primer: ASTM D41 primer required over printed side of UDL-30. I
Underlayment: One or two plies, Titanium PSU 30 (Silvassa, India), self -adhered
#4 Maximum Design Pressure = -45 psf*:
Deck: Min. 15/32-inch plywood to meet project requirements to satLaction of Authority Having
Jurisdiction.
Base Sheet: Titanium U DL-30 .(Inverted) i
Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch
diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch
with min. 32 ga., 1-5/8" diameter tin caps I
Spacing: 6-irich.o.c. at 4-inch wide side laps and 8-inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required at all tin -caps. I .
Underlayment: One or two plies, Titanium PSU 30 (Silvassa, India), self -adhered
#5 Maximum Design Pressure = -45 psf*:
Deck: Min. 15/32-inch plywood to meet project requirements to sLisfaction of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL-30 (printed side up) I
Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch
diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch
with min. 32 ga:, 1-5/8" diameter tin caps.
Spacing: 6-inch o.c. at 4-inch wide side laps and 8-inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required over printed side of UDL-30.
Underlayment: One or two plies, Titanium PSU 30 (Silvassa, India), self -adhered
(
Exterior Research and Design, I.I.C. I Evaluation Report I11980.11.08-R4
Certlf sate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ_EVALUATION FL11602-R4
Titanium Roof Underlayments Revision 4:10/10/2017
Page of 7
I
I
• TR1t�l�TY
5.6.3.1 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 orlexceed 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:
Titanium UDL-25, Titanium UDL-30 or Titanium UDL-50 shall not be left exposed for longer than 30-days.
Titanium PSU-30 (Silvassa, India) shall not be left exposed for longer than 90-days:
Titanium PSU-30 (Brentwood, NH) shall not be left exposed for longer than 30-days.
5.8 Tile Slippage Limitations [per FRSA/TRI April 2012 (04-12)1•
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.
.may �'"••ai x era �s��n.� v, '��i ..:. F��' Q r.S sue.
�W • .. �°`
Underlayment Tile Profile Staging Method i Maximeum •
P
Titanium PSU-30 (Silvassa, India) Flat Max. 10-tile stackl 5:12
Lugged Max. 10-tile stack; 6:12
6. INSTALLATION:
6.1 Titanium Roof Underlayments shall be installed in accordance with Interwrap 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).
6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Ty II or II underlayment in FBC
Table 1507.1.1 for the type of prepared roof covering to be installed, taking Into account the wider sheet -
width for double -layer applications.
6.3.2 Fasteners:
Mechanical attachment of Titanium UDL-25 and Titanium UDL-30 is limited to ring shank roofing nails with
minimum 1-inch diameter plastic caps.
Mechanical attachment of Titanium UDL-50 is limited to ring shank roofing nails with minimum 3/8-inch
diameter heads; ring shank. roofing nails with minimum 1-inch diameter plastic caps; screws and plates; or
.plastic cap staples.
6.3.3 Slopes of 4:12 or greater:
End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches.
Minimum attachment shall be 12-inches o.c. vertically and 24-inches o.c. horizontally in accordance with
the surface markings on the exposed face of the underlayment. When batten systems are'to be installed
atop the underlayment, the underlayment need only be preliminarily attachled pending attachment of the
battens. I
Exterior Research and Design, I.I.C.
Certiflcate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION
Titanium Roof Underlayments
Evaluation Report 111980.11.08-R4
FL11602-R4
Revision 4:10/10/2017
Page 5 of 7
l J
I
I
TI�iY ERA
6.3.4 Slopes of 2:12 to less than 4:12:.'.
Double layer application; begin. by fastening a 25-inch wide strip along the eaves. Place a full -width sheet
over the starter, completely overlapping the starter course. Continue as noted in 6.313, but maintaining
minimum 25-inch side (horizontal) laps, resulting in a double -layer application. i
6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1070 underlayment, in' 06C Table
1507.1.1 for the type of prepared roof covering to be installed.
6.4.2 Direct -to -Deck with Mechanically Fastened Roof Cover:
Cut manageable sections and re -roll with the release film side out.
Membrane Application:
Peel back release film approximately 1 to 2 feet and align with the lower edge of the roof and set in
place, printed side up.
y Apply the balance of the membrane to the substrate by removing the film and firmly pressing the
membrane into place.
A Apply subsequent courses parallel to the eave in a shingle -type, water -shedding manner.
➢ End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum 3-inches.
➢ If the membrane becomes misaligned, cut the roll and re -start. 1
> Upon completion, inspect the membrane and repair any defects or fish -mouths. '
The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact
Interwrap for approved sealant or mastic types.
6.4.3 Tile Applications (Titanium PSU-30 (Silvassa India) onlyl•
'Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment.
Refer to Table 2 herein, and Interwrap published requirements for tile staging. Interwrap specifies
minimum 24-hour cure time after installation, before loading of roofing tiles.
The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact
Interwrap for approved sealant or mastic types.. I
6.5.1 The Titanium 2-Ply System consists of a base layer of Titanium UDL-30 (top -surface primed or inverted)
mechanically attached to the wood roof deck followed by Titanium PSU-30 (SilvaIssa, India),.self-adhered.
6.5.2 Non -Tile Applications:
Install Titanium UDL-30 (top surface primed or inverted) in accordance with Sections 6.3.1 through 6.3.3
followed by Titanium PSU-30 (Silvassa, India) in accordance with Section 6.4. i
6.5.3 Tile Applications:
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 mechanically fastened tile roofing, refer to Interwrap published installation instructions, but not less
than the fastener density from FRSA/TRI April 2012 (04-12), Table 1.
For adhesive -set tile roofing, refer to Section 5.6.3 herein.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment.
Refer to Table 2 herein, and Interwrap published requirements for tile staging. Interwrap specifies
minimum 24-hour cure time after installation, before loading of roofing tiles.
The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact
Interwrap for approved sealant or mastic types. I
Exterior Research and Design, I.I.C. I Evaluation Report 111980.11.08-R4
Certificate of Authorization #9503 6TM' EDITION (2017) FBC NON-HVHZ EVALUATION I FL11602-R4
Titanium Roof Underlayments I Revision 4:10/10/2017
Page 6 of 7
-NETY
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:
Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 CA requirements.
The following plants have qualified products under their reMecthie nhvsir;;l nrnnerthzr cnalrmirmtinme
VNINUM �Mli
T.-7 TT-7 - =-r 7
bog 1�aig
Mission, BC, Canada
FBC 1507.1.1 (Exception)
Titanium UDL-30; Titanium UDL-501
Qingdao, China
FBC 1507.1.1 (Exception)
Titanium UDL-25; Titanium UDL-30,' Titanium UDL-50
Silvassa, India
FRSA/TRI 04-12 (2-ply system)
Titanium PSU-30 (Silvassa, India) ,
Brentwood, NH
ASTIVI D1970
Titanium PSU-30 (Brentwood, NH);
9. QUALiTyAssuRANCE ENTITY:
Intertek Testing Services NA Inc. — QUA1673; (604) 520-3321
END OF EVALUATION REPORT -
Exterior Research and Design, LLC.
Certificate of Authorization #9503 EDITION (2017) FBC NON-HVHZ EVALUATION
Titanium Roof Underlayments
Evaluation Report 11198011.08iR4
FL11602-114
Revis7ion.4:20110/2017
Page 7 of 7