The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVAL ROOFING UNDERLAYMENTF rid r BCIS Home I Log In I User Registration I Hot Topics 'I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map links Search Product Approvalr/�/i ApA (ItFli R USER: Public User SCANNED 01y Product Approval Menu > Product or Application Search > Application List > Application Detail St Lude COjanh/ FL # I FL11602-R4 Application Type RECEIV D Revision�� Code Version 2017 �r—` ' Application Statu MAR ��$ Approved �T2U�J qkJ�n, <— ST. LUCIE COUNTY BUILDING DIVISTON REVIEWED FOR C IA Comments ST. Lucie County Permitting REVIE. D Y Archived C>) DATE PLANS AND PERMIT MUST BE KEPT ON JOB Product Manufacturer InterWrap, Inc. SITE OR NO INSPECTIONS) WILL BE MADE-, Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 (551) 574-2939 mtupas@interwrap.com Authorized Signature I Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 (778)945-2891 elozano@interwrap.com THESE PLANS AND ALL PROPOSED WORK Quality Assurance Representative ARE SUBJECT TO ANY CORRECTIONS Address/Phone/Emall REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ri Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 09/30/2019 Validated By I John W. Knezevich, PE 12l Validation Checklist - Hardcopy Received Certificate of Independence FL11602 R4 CO _2017 01 COI Nieminen.aif Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 (physicals) 2009 FRSA/TRI April 2012 2012 CONcEAL.ED FASTENERS OR ATTACHMENTS TAS 110 (weathering) 2000 ARE THE RESPONSIBILITY OF THE CONTRACTOR °RRECORD FILE COPY Equivalence of Product Stan( Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/10/2017 10/11/2017 10/15/2017 12/12/2017 I lF�# ��Idf� �¢�Gt>< I11i11Y1�r Q�1�� "i"s'" d,,.«"Nk'4�.pe., .�fi'tk" .m.% _ 11602.1 Titanium Roof �Underlayments Synthetic sheet -type roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No I FL11602 R4 II 2017 10 FINAL ER INTERWRAP FL11602- R4.p—d 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 the FL11602 R_AF_2017 10 FINAL ER_INTERWRAP FL11602- R4.pd sytsems. Refer to ER Section 5.6.3 for details. 2.) Refer to ER Sections 5 and 6 for other Limits of Used. Created by Independent Third Party: Yes The State of Florida is an AA/EEO employer. Under Florida law, email addresses are public electronic mail to this entity. Instead, contact tl Section 455.275(1), Florida Statutes, effective 0 they have one. The emalls provided may be use supply a personal address, please provide the Dep Back E Next :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 :: Privacy Statement :: Accessibility Statement :: Refund Statement :cords. If you do not want your e-mail address released in response to a public -records request, do not send office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Dber 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If for official communication with the licensee. However email addresses are public record. If you do not wish to tment 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 bgEe_. Product Approval Accepts: EVALUATION 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 of Issuance:11/03/2008 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. I he 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 6tb Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Titanium"m Roof Underlayments LABELING: Labeling shall be in accordance % herein. CONTINUED COMPLIANCE: This Evaluation Repor Quality Assurance documentation changes, of this Evaluation Report by the named client changes or the referenced Quality Assurance Evaluation Report relative to updated Code re ADVERTISEMENT: The Evaluation Report numb advertising literature. If any portion of the Ev INSPECTION: Upon request, a copy of this entir its distributors and shall be available for inSDE This Evaluation Report consists of pages 1 Prepared by: i Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlle 3. Robert Nieminen, P.E. does not have nor will a which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will a product. 5. This is a building code evaluation. Neither Tri project on which this Evaluation Report, or pre specifically for that purpose. the requirements the Accredited Quality Assurance Agency noted is valid until such time as the named product(s) changes, the referenced provisions of the Code that relate to the product change. Acceptance of :onstitutes agreement to notify Robert Nieminen, P.E. if the product locumentation changes. Trinity] ERD requires a complete review of this iuirements with each Code Cycle. r preceded by the words "Trinity IERD Evaluated" may be displayed in luation Report is displayed, then it shall be done in its entirety. Evaluation Report shall be provided to the user by the manufacturer or .tion at the job site at the request of the Building Official. ugh 7. The facsimile seal appearing was authorized by Robert Nleminen; P.E. on 10/10/2017. This does not serve as an electronically signed document. o acquire or will it acquire, a financial interest in any company manufacturing or by any company manufacturing or distributing products it evaluates. uire, a financial interest in any company manufacturing or distributing products for quire, a financial interest in any other entity involved in the approval process of the [vIERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any ms versions thereof, is/was used for permitting or design guidance unless retained ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underla Compliance Statement: TitaniumTM' compliance with the intent of the foll in accordance with applicable sect Requirements and Limitations / Condi 2. STANDARDS: i Underlayments, as produced by Interwrap, Inc., have demonstrated sections of the 61h Edition (2017) Florida Building Code through testing the following Standards. Compliance is subject to the Installation of Use set forth herein. Section Pro a Standard Year 1507.1.1, T1507.1.1 Unrolling, Breaking Strength, Pliability ASTIVI D226 2009 1507.1.1 Tear Strength ASTM D1970 2015 1507.1.1, T1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 (04-12) 2012 TAS 110 Accelerated Weathering TAS 110 2000 3. REFERENCES: Knibt Examination Reference Date ERD (TST6049) Physical Properties 115010.04.09 04/29/2009 ERD (TST6049) Physical Properties 115010.05.10 05/14/2010 ERD (TST6049) Physical Properties 135520.06.11 06/15/2011 ERD (TST6049) ASTM D226 138010.08.11 08/11/2011 ERD (TST6049) Wind Uplift 135520.08.11-1 08/12/2011 ITS(TST1509) ASTM D226 311801000Q-003 04/26/2007 ITS(TST1509) ASTM D226 3130639COQ-002A 08/21/2007 ITS (TST1509) Physical Properties 3126617COQ-005 10/31/2007 ITS(TST1509) ASTM D226 101823107COQ-011 01/23/2015 PRI (TST5878) ASTM D1970 OCF-341-02-01 09/20/2017 PRI (TST5878) ASTM D1970; Tear strength OCF-331-02-02 10/03/2017 PRI (TST5878) ASTM D1970; Tear strength OCF-332-02-02 10/03/2017 PRI (TST5878) ASTM D1970; Tear strength OCF-334-02-02 10/03/2017 ITS (QUA1673) Quality Control ITS Listings Current ITS (QUA1673) Quality Control Service Confirmation 09/30/2017 4. PRODUCT DESCRIPTION: 4.1 Self-Adherina Underlayments: 4.1.1 TitaniumTM PSU-30 is an unreinforced polymer modified bitumen material adhered to the underside of a polymer -coated, synthetic woven sheet. The underside is backed with a release film. Unit weight 24 Ibs/square. Meets ASTM D1970 as a single -layer and meets FRSA/TRI April 2012 when used in 2-ply system. 4.2 Mechanically Fastened Underlayments: 4.2.1 Titanium"" UDL-25 is a synthetic sheet -type underlayment comprised of a woven core coated on one side with a polymer coating. Unit weight 2.5 Ibs/square. Meets FBC 1507.1.1(Exception). 4.2.2 TitaniumTM' UDL-30 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a polymer coating. Unit weight 4.0 Ibs/square. Meets FBC 1507.1.1 (Exception). 4.2.3 TitaniumTM° UDL-50 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a polymer coating. Unit weight 4.7 Ib's/square. Meets FBC 1507.1.1 (Exception). Exterior Research and Design, U.C. i Evaluation Report 111980.11.08-R4 Certiftcate ojAuthoriratlon #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R4 Titanium Roof Underlayments Revision 4:10/10/2017 Page 2 of 7 5. LIMITATIONS: 5.1 5.2 5.3 5.4 5.5 e ; T III 7 E . This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. This Evaluation Report is not fo� use in FBC HVHZ jurisdictions. Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Titanium'Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. Allowable Roof Covers: �'£�Fsb { F" p�4a' k� y'ty" v` '+.<'_ �° p x�F.tt 'gfwi-�R roMY' t ' 5� �i ? i �') �' �8 f^ ro�'t# .s�Fi.�t�oisr,ki&,yltmaa'Yk"'S..<ina.' s' �rfj{j��! t� Na Asphalt Wood Shakes Underlayment Shingles Nail -On Tile Foam -On Tile Metal & Shingles Slate Titanium PSU-30 i' d g, 31 1 iOR F fir; s} �� i � ��S 11- 3y"�i ak# i i% �5�� a ',.a�`, `L,. ¢ gya y{ � � �� ° slVr,g ,-"V%"'i tyig (Silvassa, India) x r � ` I'Sees � ij� �t ; � � @ �� € �r� , r ql x �??�; Titanium PSU-30 Yes 2 o } t 1 J yk W E a mat. i NP " « w (Brentwood, NH) , �u�r- Titanium UDL-25 a t 5 S :� E S'`."g "1 6hg( •� ¢� T4h ttyx .:�ixx��a �i IgS "_,5-.1'f Titanium UDL-30 a _ `�w "}{aasaStnpyi ie�se*aheeLttt�� pl ��ess� ��Yes �� ° 4 Titanium UDL-50 '- jAr;5y„2 Fi3 £+e-.P� i' Yes 'N i � 5.5.1 "Foam -On Tile" is limited to Ise of following Approved tile adhesives / underlayment combinations. t 7ae1A."A Ti, , Adhesive Florida Product Approval Underlayments Dow TileBondTM I FL22525 Titanium PSU-30 (Silvassa, India) ICP Adhesives Polyset® AH-160 I 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 ➢ ASTM D226, Type I or II felt. ➢ Titanium UDL-30 (primed with D41 primer) or UDL-30 (inverted). 1 Refer to Tile Manufacturers orAdhesive Exterior Research and Design, U.C. Certificate 4Authorization #9503 6Tu 1 Florida Product Approval for Overturning Moment Resistance Performance. Evaluation Report 111980.11.08-R4 DN (2017) FBC NON-HVHZ EVALUATION FL11602-114 Titanium Roof Underlayments Revision 4:10/10/2017 Page 3 of 7 T r� Ti E : 5.6.3 Wind Resistance for Underlayment Systems in Foam -On Tile ADDlications: 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 underlayment i systems that are not addressed in FRSA/TRl 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 pass ng pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer Ito FRSA/TRl April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads. #1 Maximum Design Pressure = -45 asf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) ASTY D41 Underlayment: One or two plies, Titanium PSU-30 (Silvassa, India), self -adhered #2 Maximum Design Pressure = -30 Dsf*: 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. annularlring 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 flinch 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 #3 Maximum Design Pressure = 430 Dsf*: Deck: Min. 15/32-1 ch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. I Base Sheet: Titanium UDL j30 (printed side up) Fasteners: 12 ga. annuls 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 (flinch wide side laps and 12-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 #4 Maximum Design Pressure =I-45 Dsf*: #5 Deck: Min. 15/32-1rch 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, 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 6a.,1-5/8" diameter tin caps Spacing: 6-inch o.c. ai14-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. Underlayment: One or two plies, Titanium PSU 30 (Silvassa, India), self -adhered Deck: Min. 15/32=inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDiL-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 an'd 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, U.C. I Evaluation Report 111980.11.08-R4 Certificate ofAuthori:oUon #9503 6TM EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R4 Titanium Roof Underlayments Revision 4:10/10/2017 Page 4 of 7 5.6.3.1 5.7 5.8 For mechanically attached Bas or exceed that required under �i 'TI�iN11Y �,��a Sheet, the maximum design pressure for the selected assembly shall meet ISA/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 y a qualified design professional to resist the elevated pressure criteria. Commonly used methods a �e 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. Exposure Limitations: Titanium UDL-25, Titanium LID'L-30 or Titanium UDL-50 shall not be left exposed for longer than 30-days. Titanium PSU-30 (Silvossa, lndi j 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. 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. �!A {s� n F -may e T ?c�" 4 w� ��_"a r', x 4 i ,r DEC�iillri.STLU"I'►Oi�iS <.``#'''aa",.4arodliEt?.�iM`7�ad,NITA1YQi�IS,FVRI`1i1E'f.`i Maximum Underlayment Tile Profile Staging Method Slope Flat Max.10-tile stack 5:12 Titanium PSU-30 (Silvossa, India) I 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 Li I Wtations 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 complia11ce with the requirements for ASTM D226, Type I 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 attached pending attachment of the battens. Exterior Research and Design, I.I.C. I Evaluation Report 111980.11.08-R4 Certiilcate o/Authorhatlon #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.11602-114 Titanium Roof Underlayments Revision 4:10/10/2017 Page 5 of 7 6.3.4 I I I TRINITY ER. ; 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 6.3.3, but maintaining minimum 25-inch side (horizontal) laps, resulting in a double -layer application. 6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.4.2 Direct -to -Deck with Mechanicallv Fastened Roof Cover: 6.4.3 Cut manageable sections and ie-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. ➢ Apply the balance of the membrane to the substrate by removing the film and firmly pressing the membrane into place. ➢ 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. ➢. Upon completion, inspect Ithe 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. Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above asla 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 the fastener penetrations is required for all tile roofing installations. Contact Interwrap for approved sealant or mastic types. 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 (Silvassa, 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 (Sllvassa, India) in accordance with Section 6.4. 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 has 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 the fastener penetrations is required for all tile roofing installations. Contact Interwrap for approved sealant or mastic types. Exterior Research and Design, I.I.C. I Evaluation Report 111980.11.08-R4 Certiftcate ofAuthoriration k9503 i EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R4 Titanium Roof Underlayments Revision 4:10/10/2017 Page 6 of 7 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or this product. 8. MANUFACTURING PLANTS: Contact the noted CIA agency for it The following plants have qualified p f F *` r1__"':1_111_`01"__"1"-�' t9 TI1N1`fY Having Jurisdiction in order to properly evaluate the installation of :)n on product locations covered for F.A.C. 61G20-3 CIA requirements. under their respective physical properties specifications. ��fYrt+� W`i' f 4 s}, t fr ✓n, £ d � A"Nr.�., ]err f45s1 i d R } `�. • `s ��iN 3�ra�"i'CA .:. i }j+�}, Mission, BC, Canada FBC 1507.1.1(Exception) Titanium UDL-30; Titanium UDL-50 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 ASTM D1970 I Titanium PSU-30 (Brentwood, NH) 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc. — Exterior Research and Design, LLC. Certificate o/RuthoN:ation #9503 6T" (604) 520-3321 END OF EVALUATION REPORT - Evaluation Report 111980.11.08-R4 ON (2017) FBC NON-HVHZ EVALUATION FL11602-114 Titanium Roof Underlayments Revision 4:10/10/2017 Page 7 of 7