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Home My WebLink AboutPRODUCT APPROVAL ROOFING UNDERLAYMENT2/ti 912018 Florida Building Code Online 8CIS Home f Log In ! User Registration I Hot Topics � Submit Surcharge f Stats & Facts ' Publications I FBC Staff ( BCIS Site Map ( Links I Search F! i �da r#. crib Product Approval USER: Public User `" ""z' �ti .�r�r Product Aonroval Menu > Product or Anolication Search > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name whd d Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Dat Validated By Certificate of Independence SUI0% ED ` ,9 erd'�I4 IDetail 0 1 1 FL11602-R4 Revision 2017 ST. LUCIE COUNTY BUILDING DIVISION Approved REVIEWED FOR COMPLIANCE REVIEWE• B / 0 DATE PLANS A PER IT MUST BE KEPT N JOB SITE OR NO INSPECTIONS) WILL BE MADE InterWrap, Inc. 32923 Mission Way Mission, NON -US 00000 (551) 574-2939 mtupas@interwrap.com Eduardo Lozano elozano@interwrap.com Eduardo Lozano 32923 Mission Way Mission, NON -US 00000 (778) 945-2891 elozano@interwrap.com THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT Roofing MAY BE NECESSARY IN ORDER TO underlayments COMPLY WITH ALL APPLICABLE CODES. Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 111 Evaluation Report - Hardcopy Received weloped the Robert Nieminen PE-59166 Intertek Testing Services NA, Inc. - QA Entity 09/30/2019 John W. Knezevich, PE R1 Validation Checklist - Hardcopy Received FL11602 R4 COI 2017 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard ASTM D1970 ASTM D226 (physicals) FRSA/TRI April 2012 TAS 110 (weathering) Equivalence of Product StandartONCEALED FASTENE—no OR ATTACHMENTS Certified By I ARE THE RESPONSIBILrrY OF THE CONTRACTOR OR RECORD Sections from the Code Year 2015 2009 2012 2000 V4nplGf3gzxVWUJA%3d%3d 1/2 2/1'9/2018 iFlorida Building Code Online Product Approval Method . I Method 1 Option D Date Submitted 10/10/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/15/2017 Date Approved 12/12/2017 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.odf 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 of a specific underlayment system beneath foairl-on tile sytsems. Evaluation Reports FL11602 R4 AE 2017 10 FINAL ER INTERWRAP FL11602- R4.Ddf Refer to ER Section 5.6.3 for details. 2.) Refer to ER Sections 5 and 6 for other Limits of Use. I Created by Independent Third Party: Yes ,Contact Us :: The State of Florida is an AA/EEO employer. Cc Under Florida law, email addresses are public records. mail to this entity. Instead, contact the office by phone Florida Statutes, effective October 1, 2012, licensees li( provided may be used for official communication with I provide the Department with an email address which ca :: Privacy Statement :: Accessibility Statement :: Refund Statement you do not want your e-mail address released in response to a public -records request, do not send electronic by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), ised under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails licensee. However email addresses are public record. If you do not wish to supply a personal address, please be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Ya FOR OG I https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wG,vAQwtDgsQFc5K%2fFrZeHYB7UCe5KMrdWfCTlV4nplGf3gzxVWUJA%3d%3d 2/2 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203)262-9245 EVALUATION REPORT Interwrap, Inc. Evaluation Report 111980.11.08-R4 32923 Mission Way FL11602-114 Mission, BC V2V-6E4 Canada Date of Issuance:11/03/2008 (551) 574-2939 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 fir compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Titanium'"' Roof Underlayments LABELING: Labeling shall be in accordance with th'I herein. CONTINUED COMPLIANCE: This Evaluation Report is valil Quality Assurance documentation changes, or proves this Evaluation Report by the named client constit changes or the -referenced Quality Assurance docum Evaluation Report relative to updated Code require ADVERTISEMENT: The Evaluation Report number prec advertising literature. If any portion of the Evaluatio INSPECTION: Upon request, a copy of this entire Evalu its distributors and shall be available for inspection al This Evaluation Report consists of pages 1 through 7. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 requirements the Accredited Quality Assurance Agency noted I until such time as the named product(s) changes, the referenced ons of the Code that relate to the product change. Acceptance of utes agreement to notify Robert Nieminen, P.E. if the product antation changes. Trinity) ERD requires a complete review of this ents with each Code Cycle. �ded by the words "Trinity I ERD Evaluated" may be displayed in I Report is displayed, then it shall be done in its entirety. Ition Report shall be provided to the user by the manufacturer or the job site at the request of the Building Official. The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 10/10/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD 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, afinancial interest in any other entity involved in the approval process of the product. 5. 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. ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Titanium'^' Roof L compliance with the intent of the following si in accordance with applicable sections thi Requirements and Limitations / Conditions of 2. STANDARDS: Jerlayments, as produced by Interwrap, Inc., have demonstrated tions of the 6th Edition (2017) Florida Building Code through testing following Standards. Compliance. is subject to the Installation ;e set forth herein. Section Property ` Standard Year 1507.1.1, T1507.1.1 Unrolling, Breaking Strength, Pliability ASTM D226 2009 1507.1.1 Tear Strength ASTM D1970 2015 1507.1.1, T1507.1.1, 1507.2.9.2 Physical Propert'es ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 (04-12) 2012 TAS 110 Accelerated Weathering TAS 110 2000 3. REFERENCES: Entity Examination Reference Date ERD (TST6049) Physical PropernIes 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 -Adhering Underlayments: 4.1.1 Titanium'°" 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 UnderlaVments: 4.2.1 Titanium'"' UDL-25 is a synthetic sheet 1 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 Titanium*"' UDL-30 is a synthetic sheet( type underlayment comprised of a woven core coated on both sides with a polymer coating. Unit weight 4. I Ibs/square. Meets FBC 1507.1.1 (Exception). 4.2.3 Titanium'"' UDL-50 is a synthetic sheet type underlayment comprised of awoven core coated on both sides with a polymer coating. Unit weight 4.7 Ibs/square. Meets FBC 1507.1.1 (Exception). i Exterior Research and Design, LLC. 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 Page 2 of 7 i QPTRINRYIERD I 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 report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Titanium'" Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC Ipproval 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: f Table 1 Rovf Cover Options Asphalt Wood Shakes Underlayment Shingles Nail -On Tile Foam -On Tile Metal & Shingles Slate Titanium PSU-30 Yes Silvassa, India 'YES Yes r Yes Yes Yes ( ) Titanium PSU-30 (Brentwood, NH) Yes No a pq$Na Yesg Yes Yes Titanium UDL-25 K' Yesai. No r:� �..,.x.,,. _NaW r9.� �� Ves _ , vPc vas . Titanium UDL-30 Titanium UDL-50 Yes.; �. a ., No (.,, . No: 3, s r Yes` 5.5.1 "Foam -On Tile" is limited to use of following Approved tile adhesives / underlayment combinations. „ ALL0INABLE tILE ADHESIVE UNDERLAYMENT COMBI,NA10N51 Adhesive Florida Product Approval Underlayments Dow TileBondT" FL22525 Titanium PSU-30 (Silvassa, India) ICP Adhesives Polyset® AH-160 FL16332 Titanium PSU-30 (Silvassa, India) 5.6 Allowable Substrates: Titaniur 5.6.1 Direct -Bond to Deck: ➢ New untreated plywood; ➢ Existing untreated plywood, 5.6.2 as needed with D41 primer to achieve bond. ➢ ASTM D226, Type I or II felt. ➢ Titanium UDL-30 (primed with D411primer) or UDL-30 (inverted). 1 Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design, U.C. Evaluation Report 131980.11.08-R4 Certificate ojAuthorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.11602-114 Titanium Roof Underlayments Revision 4: 10/10/2017 Page 3 of 7 i Qf-TRIN'ITYERD 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 -on tile 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 -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 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, 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 widie side laps and 12-inch o.c. at three (3), equally spaced center rows. Primer: ASTM D41 primer requi�ed at all tin -caps. Underlayment: One or two plies, Titanium PSU 30 (Silvassa, India), self -adhered #3 Maximum Design Pressure = -30 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Fasteners: Titanium UDL-30 (printed side up) 12 ga. annular ring shark 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" diametertin caps. 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 requiried over printed side of UDL-30. 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 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 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 at all tin -caps. 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 satisfaction of Authority Having Jurisdiction. 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 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 wideiside 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 111980.11.08-R4 Certificate of Authorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-114 Titanium Roi f Underlayments Revision 4: 10/10/2017 Page 4 of 7 I Q0.TnX1N1TY1E,RD 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 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: Titanium UDL-25, Titanium UDL-30 or Titanium UDL-50 shall not be left exposed for longer than 30-days. Titanium PSU-30 (Silvasso, India) shall (hot 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 underpayment 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 LIMITATIQNS FOR DIRECT -DECK TILE!INSTALLATIONS Underlayment Tile Profile Staging Method Maxi m p e Titanium PSU-30 (5ilvassa, India) Flat Max. 10-tile stack 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, 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; screvnrs and plates; or plastic cap staples. I 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. I Exterior Research and Design, U.C. Evaluation Report 111980.11.08-R4 Certificate of Authorization #9503 6'" EDITION (2017) FBCI NON-HVHZ EVALUATION F1.11602-114 Titanium Roof Underlayments Revision 4:10/10/2017 Page 5 of 7 I - I � I ..�II ERD 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 overlaplping 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 "" TitaniumPSU 30 6.4.1 Shall be installed in compliance with tihe 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 Fast eened Roof Cover: 6.4.3 Cut manageable sections and re -roll wIith the releal a film side out. Membrane Application: ➢ Peel back release film approximately 1 to 2 filet 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 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 mast lic types. Reference is made to FRSA/TRI AprilI2012 (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. 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 (Silvassa, India) in accordance with Section 6.4. 6.5.3 Tile Applications: Reference is made to FRSA/TRI April 21012 (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 fastenel( penetrations is required for all tile roofing installations. Contact Interwrap for'approved sealant or mastic types. I I Exterior Research and Design, U.C. �ON-HVHZ Evaluation Report 111980.11.08-R4 Certificate of Authorization #9503 6'N EDITION (2017) FBC EVALUATION F1.11602-114 Titanium Roof Underlayments Revision 4: 10/10/2017 Page 6 of 7 Q-�JFTR1N'jTY,jERb 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Autho lity Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted CIA agency for information on product locations covered for F.A.C. 61G20-3 CIA requirements. The following plants have qualified products under their respective physical properties specifications. Plant ;.,.. , Specification = product s 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. — QUA1673; t604) 520-3321 1 - END OF EVALUATION REPORT - Exterior Research and Design, U.C. Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION Titanium Roof Underlayments I Evaluation Report 111980.11.08-R4 FL11602-R4 Revision 4:10/10/2027 Page 7 of 7. i I y m BCIS Home rv. Log In User Registration . ` Hot Topics II; Submit Surcharge Stats & Facts E ��, Ind re ��( Y f bProduct Approval USER: Public User Product Approval Menu > Product or Aooiication Search > A�nlication Ust > Application Detail 3A. ... 9 .; FL # I FL20484-R1 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 1 ir71 Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S. KING ST. FAYETTEVILLE, NC 28301 (910) 483-0479 Ext 256 jstieby@unioncorrugating.com Authorized Signature John Stieby jstieby@unioncorrugating.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method I Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/07/2027 Validated By Yoosef Lavi, P.E. Validation Checklist - Hardcopy Received Certificate of Independence i FL20484 R1 COI CertificateIndeoendence.Ddf Referenced Standard and Year (of Standard) Standard Year FM 4470 2012 TAS 125 2003 UL1897 2012 UL 5B0 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/23/2017 Date Validated 08/28/2017 Date Pending FBC Approval 09/01/2017 Date Approved 12/12/2017 Summary of Products I FL # Model, Number for Name Description 20484.1 5V Min 26 ga., 24" wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 RI II EvaluationReportC2175 1 odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam, P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-169 Evaluation Reports Other: Uplift load of 71.0 psf @ fastener spacing of 24" o.c. & FL20484 R1 AE EvaluationReportC2175 1.Ddf 169.0 psf @ fastener spacing of 6" o.c. Created by Independent Third Party: Yes i 20484.2 Advantage-Lok II Min 26 ga., 16" wide concealed fastened panel over 7/16" thick OSB & 15/32" & thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 RI II EvaluationReDOrtC2175 2.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-116 Evaluation Reports Other: Maximum uplift load of 116.0 psf @ seam fastener FL20484 R1 AE EvaluationReportC2175 2.1)df spacing of 4-5/8" o.c. along seam into min. 5/32" thick APA Created by Independent Third Party: Yes rated plywood with retainer strap. 20484.3 Aluminum Advantage-Lok II Max 16.375" wide, nom 0.032" thick (min.) aluminum concealed fastener roof panel over min 15/32" thick plywood deck or 7/16" thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 R1 II EvaluationReportC2175 3.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-93.5 Evaluation Reports Other: Uplift load of 22.5 psf at fastener spacing and 86.0 psf at fastener spacing of 4.63" o.c� of 18.5" o.c. in 15/32" FL20484 R1 AE EvaluationReportC2175 3.odf Created by Independent Third Party: Yes plywood or 7/16" OSB. Uplift load of 93.5 psf spacing of 4.63" o.c. with structural sealant in at fastener 15/32" plywood. 20484.4 Aluminum SL150 Max 16" wide, nom 0.032" thick (min.) aluminum snap -lock I standing seam metal panel over min 15/32" thick plywood deck or 7/16" thick OSB Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 R1 II Eva IuationReDortC2175 4.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-86 Evaluation Reports Other: Uplift load of 45.0 psf at clip spacing, of 24" o.c. and FL20484 R1 AE EvaluationReoortC2175 4.odf 78.5 psf at clip spacing of 6" o.c. in 15/32" plywood OSB. Uplift load of 86.0 psf at clip spacing of or 7/16" 6" o.c.. with Created by Independent Third Party: Yes structural sealant in 15/32" plywood. ----- -- .... .... .... ..... .... ......... i 20484.5 MasterRib Min 29 ga., 36" wide through fastened panel over 15/32" thick plywood or 7/16" thick OSB Limits of Use Installation Instructions~ Approved for use in HVHZ: No FL20484 R1 II EvaluationReportC2175 S.odf Approved for use outside HVHZ: Yes i Verified By: Bala Sockalingam, P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-124 Evaluation Reports Other: Uplift load of 56.0 psf @ fastener spacing of 24" o.c. & FL20484 R1 AE Eva IuationReoortC2175 5 odf 124.0 psf @ fastener spacing of 6" o.c. Created by Independent Third Party: Yes 20484.6 MasterRib T Min 29 ga., 36" wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 R1 II EvaluationReoortC2175 6 pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam, P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-88.5 Evaluation Reports Other: Uplift load of 56 psf for Fastening System 1. Uplift load FL20484 R1 AE EvaluationReoortC2175 6.1)df of 88.5 psf for Fastening System 2. I Created by Independent Third Party: Yes 20484.7 ML150' I Max 16.5" wide, min 24 ga. steel standing seam panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 R1 II EvaluationReportC2175 7.Ddf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam, P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-124 Evaluation Reports Other: Maximum uplift load of 124 psf @ clip spacing of 6" FL20484 R1 AE EvaluationReoortC2175 7.Ddf o.c. with 180 seam, self -adhering membra a and fixed clip. Created by Independent Third Party: Yes 20484.8 PBR or R Panel Min 26 ga., 36" wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 R1 II EvaluationReoortC2175 8.Ddf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-161.5 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 48" o.c. FL20484 R1 AE EvaluationRenortC2175 8.Ddf and 161.5 psf at fastener spacing of 6" o.c. I Created by Independent Third Party: Yes 20484.9 ISL175 Max 18" wide, min 24 ga., snap -lock standing seam metal panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 R1 II EvaluationReDortC2175 9.1)df Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam, P.E. 62240 . Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-93.5 Evaluation Reports Other: Uplift load of 39.8 psf @ clip spacing of 36" o.c. and FL20484 RI AE EvaluationReportC2175 9pdf 78.6 psf @ clip spacing of 8" o.c with felt. Uplift load of 93.5 Created by Independent Third Party: Yes psf @ clip spacing of 12" o.c. with self -adhering membrane. Contact Us :: - The State of Florida is an AA/EEO employer. Coov Under Florida law, email addresses are public records. If mail to this entity. Instead, contact the office by phc 4S5.275(1), Florida Statutes, effective October 1, 2012, one. The emails provided may be used for official comma address, please provide the Department with an email ai Back >tieat. t 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement do not want your e-mail address released in response to a public -records request, do not send electronic or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section :nsees licensed under Chapter 455, F.S. must provide the Department with an email address If they have tion with the licensee. However email addresses are public record. If you do not wish to supply a personal !ss 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: MWO-MORM EVALUATION REPORT OF UNION CORRUGATING COMPANY �26'61A. 5V PANEL' FLORIDA BUILDINGJCODE 6TH EDITION (2017) OT APPROVAL FLORIDA PI29DUC484.1 -R.1 F ROOFING, P'r'epared For: Union .Corrugating Company 701 S. king St., Fayetteville, NC 18361 Telephone: (416) 483-047*9 Fax: "(910) 4-83-1091 Mpared By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer #62240 1216-NLaiisin- Ave. Suite C- Tulsa, OK 74106 Telephon�: (918) 492-5992 FAX. 866),366-1543 This report consists of Evaluation Reportl(3 Pages including cover) 'Instillation Details (1 Page) Load Span Table (I. Page), ROortlNo. C2175-1 Date- 8.23.2017 ... . .......... . .. .......... . . ..... . . ..... . ...... . .. . ...... ...... . ....... ............ FL 20484.1-R1 C2175-1 8,23.2017 Page 2 of 3 Manufacturer: Union Corrug'I ting Company I • Product Name: 5V Panel I Panel Description: 24" wide covei age with (5) 1 /2" high ribs Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalumecoated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min. 15/32" thick APA rated plywood r 3 " p p y ood o min. /4 thick wood plank (min SG of 0 ,42) for new and existing constructions. Designed by others and instilled as per FBC 2017. I New Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1. Required for new construction. Existing Underlayment: One layer of asphalt shingles over one layer of #30 felt. For reroofing (Optional) construction only. Slope: 1/2:1.2 or greater in accordance with FBC 2017 Section 1507.4.2 Design Uplift Pressure: 71.0 psf @ fastener spacing of 24" o.c. (Factor of Safety = 2) 169.0 psf @ fastener spacing of 6" o.c. Panel Attachment: # 10-15 x 2" lon� wood screw with washer At interior @ max 12" o.c. cross panel width through panel rib At panel ends @ max 6" o.c. a6ross panel width through panel flat and rib Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance of Roof Assemblies' & UL 1897-04 `Uplift Tests for Roof Covering Systems'. Test Equivalency: The test procedures in UL 1897-04 comply with test procedures prescribed in ULI 1897-12. Code Compliance: The product described herein has demonstrated compliance with FBC 2017 Section 1507.4. I Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. The design pressure for reduced fastener spacing may be computed using rational analysis prepared by a Florida Professional Engineer or based on Union load span table. This evaluation report is I I Supporting Documents �i FL 20484.1-R1 C2175-1 8.23.2017 IPage 3 of 3 i not applicable 'in High Velocity Hurricane Zone. Refer to current NOA for use of this product in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2017 Section 1505 and current approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings 'of this product. UL580 & UL1897 Test Reports Farabaugh Engineering and Testing Inc. Project No. T197-16, Reporting Date 5/12/16 PANEL OVER NEW UNDERLAYMENT ROOF PANEL SEE DETAIL 2 PANEL FASTENER SEE DETAIL 1 SPACING PER ALLOWABLE UPLIFT LOAD TABLE u JV u n EXISTING UNDERLAYMENT EXISTING SHINGLES V DECK ATTACHMENT AND PLYWOOD 15/32" THICK (MIN.) ° (OPTIONAL) (OPTIONAL) SUPPORTS MUST BE DESIGNED AND INSTALLED BY OTHERS TRUSS AT MAX. 24 O.C. #10-15 X 2" LONG WOOD SCREW WITH WASHER NEW UNDERLAYMENT EXISTING UNDERLAYMENT (OPTIONAL) DETAIL 1 #10-15 X 2" LONG WOOD SCREW WITH WASHER NEW UNDERLAYMENT --x EXISTING UNDERLAYMENT J V (OPTIONAL) DETAIL 2 TYPICAL PANEL INSTALLATION X—SECTION 26 GA. EXISTING SHINGLES (OPTIONAL) PLYWOOD 15/32" THICK (MIN.) MIN 26 GA. PANEL EXISTING SHINGLES (OPTIONAL) PLYWOOD 15/32" THICK (MIN.) GENERAL NOTES: 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE MINIMUM 26 GA. EFFECTIVE COVERING WIDTH OF PANEL - 24". 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOAD TABLE. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS -AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. U w"o Z �Nm ~Q wo U' 0: YJ U 6 aj 0 z -1:: rn Zw o^ a � w OF Description I UNION CORRgTGAT.ING COMPANY 5V Panel Uplift Loads (Min 26 ga.) ;filer Spacing Panel .Length Allowable Uplift Load Coverage. widih 24" II b 160.0 m - 1 8 .-. ---_.........-.......................... Panel Fasteners 10 147.2 -....^,.:.._.. ##10-15 hex head screws with ...... .. ....: ....:..:, 12 . _:.......__.._..:...._......._ 136..E seated washer 14 121:7 - 1 Panel fasteners spaced at 12" ........... ........... ........... ......... .-- 18 .....__.._.................. _ __,_... W __......__....- ...._ 94.7 o.c. across panel width .._.. _.. ....... : 20 ............... __._............... 85: through ribs. ...__..., 22 ............... ........ 77.5 24 71:0 Notes: l . The bold numbers indicate design loads cal(� 2. Panels must be installed as per Evaluation 1? 1210 N"Lansing Ave., suite C Tulsa,, Uk 74106 918.492 5992 from test data with safety factor.of 2. 120484.1 and Union current installation procedure. Bala Sockalingam, Plr.D., P.E. FL 62240