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HomeMy WebLinkAboutEVALUATION REPORT ROOF UNDERLAYMENTTKINI ER D )ATION REPORT wrap, Inc. Mission Way m, BC V2V-6E4 Canada 574-2939 RECEIVED JUL 12 2018 ST. Lucie County, Permitting EXTERIOR RESEARCH & DESIGN, I.I.C. 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 T is Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of c nstruction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P. . for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The p oducts described herein have been evaluated for compliance with the 6ih Edition (2017) Florida Building Code sections noted herein. : TitaniumTM' Roof Underlayments LINr.: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted ?in. TINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced 1ity Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of Evaluation Report by the named client constitutes agreement to notify Robert Njeminen, P.E. if the product nges or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this luation Report relative to updated Code requirements with each Code Cycle. /ERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in rertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. PEcnON: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or distributors and shall be available for inspection at the job site at the request of the Building Official. Evaluation Report consists of pages 1 through 7. eared by: t J.M. Nieminen, P.E. Registration No. 59166, Florida DCAANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 10/10/2017. This does not serve as an electronically signed document. FICATION OF INDEPENDENCE: 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. pany manufacturing or distributing products it evaluates. Trinity) ERD is not owned, operated or controlled by any com ncial interest in any company manufacturing or distributing products for Robert Nieminen, P.E. does not have nor will acquire, a fina which the evaluation reports are being issued. 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. 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 specifically for that purpose. `U-) bl C�A ILE COPY ST. LUCIE COUNTY REVIEWED FOR CO DATE PLANS AN ERMIT SITE OR NO INSPEC DIVISION CE f BE KEPT ON JOB (S) WILL BE MADE ` TRINITY ER® COMPONENT EVALUATION: SCOPE: Product Category: Roofing Sub -Category: U nderlayment Compliance Statement: Titanium"" Roof Underlayments, as produced by Interwrap, Inc., have demonstrated compliance with the intent of the following sections of the a 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. STANDARDS: Standard Year Property Section �rty 2009 Unrolling, Breaking Strength, Pliability ASTM D226 1507.1.1, T1507.1.1 Tear Strength ASTM D1970 2015 1507.1.1 1507.1.1, T1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015 FRSA/TRI April 2012 (04-12) 2012 1507.3.3 Physical Properties Accelerated Weathering TAS 110 2000 TA5110 REFERENCES: Examination Reference Date Entity115010.04.09 ERD (TST6049) Physical Properties 04/29/2009 115010.05.10 05/14/2010 ERD (TST6049) Physical Properties Physical Properties 135520.06.11 06/15/2011 ERD (TST6049) ERD (TST6049) ASTM D226 1308/12/2011 13552520.08.110.08.11-1 08/11/2011 ERD (TST6049) Wind Uplift 311801000Q-003 04/26/2007 ITS (TST1509) ASTM D226 3130639COCL-002A 08/21/2007 ITS (TST1509) ASTM D226 Physical Properties 3126617COCL 005 10/31/2007 01/23/2015 ITS (TST1509) ASTM D226 ITS (TST1509) 101823107COQ 011 09/20/2017 OCF-341-02-01 PRI (TST5878) ASTM D1970 ASTM D1970; Tear strength OCF-331-02-02 10/03/2017 10/03/2017 PRI (TST5878) PRI (TST5878) ASTM D1970; Tear strength OCF-334-02-02 10/03/2017 OCF-334- 02-02 PRI (TST5878) ASTM D1970; Tear strength ITS Listings Current ITS (QUA1673) Quality Control Service Confirmation 09/30/2017 ITS (QUA1673) Quality Control PRODUCT DESCRIPTION: 4.1 Self Adhering Underlayments_ adhered to the underside of a 4.1.1 Titanium"" PSU-30 is an unreinforced polymer modified bitumen material film.weight polymer -coated, syntheticsheet. used in2tply system. yst m single -layer and meets F SA/TRI April 2012 when Ibs/square. Meets 4.2 Mechanically Fastened Underlayments:_ -type underlayment comprised of a woven core coated on one side 4.2.1 TitaniumTo UDL-25 is a synthetic sheet Unit weight 2.5 Ibs/square. Meets FBC 1507.1.1 (Exception). with a polymer coating. of a woven core coated on both sides 4.2.2 Titanium"" UDL-30 is a synthetic sheet -type underlayment comprised Meets FBC 1507.1.1 (Exception). with a polymer coating. Unit weight 4.0 lbs/square. underlayment comprised of a woven core coated on both sides 4.2.5 Titanium— UDL-50 is a synthetic sheet -type 4.7 Ibs/square. Meets FBC 1507.1.1 (Exception). with a polymer coating. Unit weight Evaluation Report 111980.11.08-R4 Research and Design, I.I.C. FL11602-R4 e of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 10/10/2017 Titanium Roof Underlayments Page 2 of 7 e LIMITATIONS: 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 report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Titanium'TM Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: Table 1 Roa# Coves npiiatts Underlayment Titanium PSU-30 (silvassa, India) Titanium PSU-30 (Brentwood, NH) Titanium UDL-25 Titanium UDL-30 Titanium UDL-50 Asphalt Shingles Yes Yes Yes Nail -On Tile Foam -On Tile Metal Yes' Yes Yes.' a r r Yes Yes Z 7 E3ase5Aeet �n2 p1v 1 syscenT2- Yes n2�iy Yes,.. Wood Shakes & Shingles Slate Yes ' Yes Yes - Y� Yes .Yes Yes Yes v� Yes... . +ilo nrihPcives / underlayment combinations. 5.6 Allowable Substrates Titanium PSU-30: 5.6.1 Direct -Bond to Deck: Y New untreated plywood; � Existing untreated plywood, primed as needed with D41 primer to achieve bond. 5.6.2 Bond to Mechanical! Attached Base Sheet: Y ASTM D226, Type I or II felt. > Titanium UDL-30 (primed with D41 primer) or UDL-30 (inverted). 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for overturning Moment Resistance Performance. Evaluation Report 111980.11.08-R4 Research and Design, U.C. FL11602-R4 e ojAuthorization st95a3 EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4. 10/10/7017 Titanium Roof Underlayments Page 3 of 7 IRD TRINRY April 2012 04-12) 5.6.3 Wind Resistance forUnderlayment res stance of all underlayment systems cbeneath foam -on itil( does not address wendd uplift systems, 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 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: o meet project requirements to satisfaction of Authority Having Deck: Min. 15/32-inch plywood t Jurisdiction. Primer: (Optional) ASTM D41 Underlayment: One or two plies, Titanium PSU-30 (Silvassa, India), self -adhered #2 Maximum Design Pressure = -30 osf*: et project requirements to satisfaction of Authority Having Deck: Min. 15/32-inch plywood to me 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 ugh the thickness of deck not less than 3/16-inch diameter and length sufficient to penetrate thro with min. 32 ga., 1-5/8" diameter tin 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 required 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: Titanium UDL-30 (printed side up) Fasteners: 12 ga. d ameter anannuldrlength sring ufficient to penetratnails having not eess than 20 rings per inch, heads not less than 3/8 inch through he 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 12-inch o.c. at three (3), equally spaced center rows. Primer: ASTM D41 primer required over printed side of UD -30fi.adhered Underlayment: One or two plies, Titanium PSU 30 (Silvassa, India), #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) ess than 20 rings per inch, heads not less than 3/8 inch Fasteners: ring shank na diameter andr rlength sufficient to penetratee through he thickness of deck not less than 3/16!inch with min. 32 ga., 1-5/8" diameter tin caps equally s aced center rows. Spacing: 6-inch o.c. at 4-inch wide side laps and 8-inch o.c. at three (3), q Y P 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 p : to meet project requirements to satisfaction of Authority Having Deck: Min. 15/32-inch plywood Jurisdiction. Base Sheet: Titanium UDL-30 (printed side up) ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter andannular Fasteners: length sufficient to penetrate through he 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 Evaluation Report 111980.11.08-R4 ;erior Research and Design, U.C. FL31602-R4 cote of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4:10/10/2017 Titanium Roof Underlayments Page 4 of 7 is TRINITY ERa ..J 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: UDL-50 shall not be left exposed for longer than 30-days. Titanium UDL-25, Titanium UDL-30 or Titanium 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 the 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"SLIPPA6E777 Maximum UnderlaymentTile Staging Method Slope Max. 10-tile stack 5:12 6:12 Titanium PSU-30 (silvassa, India) LMax 10-tile stack INSTALLATION: with lnterwrap published installation 6.1 6.2 6.3.1 6.3.2 6.3.3 Titanium Roof Underlayments shall be installed in accordance requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. Re -fasten any loose decking panels, and check for protruding nail heads. Sweep t substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). TiterftumIiDL :?S, T'ltan"In UDI., 3(3 �x Thal um UDiL 5©:.: 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. 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. Slopes ? or greater: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. c. horizontally in accordance with Minimum attachment shall be 12-inches o.c. vertically and 24-inches o. the face markings the exposed face of the underlayment. When batten systems are to be atop underlayment,�the underlayment need only be preliminarily attached pending attattachment ofinstalled P the battens. Evaluation Report I11980.11.08-R4 Research and Design, LLC. FL11602-R4 ojAuthorization 89503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4:10/10/2017 Titanium Roof Underlayments Page 5 of 7 e`er'/f .t S �TR1I�1 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 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. f.4 Titastipir.n* P5U-30: 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 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. > 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 mastic types. 6.4.3 Tile Applications ITitanium PSU-30 fSilvossa 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. specifies Pec fes 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. B,S : Tiianium 2=F1y System 6.5.1 The Titanium 2-Ply Systemconsists of a ba e wood roof deck followed by Titanium PSU 30 (silvassaalndia), self -adhered. linverted) mechanically attachedto 6.5.2 Non -Tile Applications: ed or inverted) in accordance with Sections 6.3.1 through 6.3. Install Titanium UDL-30 (top surface prim 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 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 ail the roofing installations. Contact Interwrap for approved sealant or mastic types. Evaluation Report 111980.11.08-R4 Research and Design, LLC. FL11602-R4 of authorization #95o3 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 10/10/2017 Titanium Roof Underlayments Page 6 of 7 7 7i TPJNITY ' ER9� BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements. The following plants have qualified products under their respective physical properties specifications. ec,�catlen-.lor I� 1 ... . 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 1ASTM 61970 Titanium PSU-30 (Brentwood, NH) QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc. — QUA1673; (604) 520-3321 - END OF EVALUATION REPORT - Evaluation Report 111980.11.08-R4 Exterior Research and Design, U.C. FL11602-R4 Certfcate of Authorization #9503 6T" EDITION (2017) FBC NONerlay EVALUATION Revision 4:10/10/2017 Titanium Roof Undrlayments Page 7 of 7