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HomeMy WebLinkAboutProduct Approval .4 ] �l I "S'UPP_LY &:MANU.FACT'U.RING • • ® . i • ® '• • ® A D TM Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC. 26 Ga. GulfLokTM 16" Wide Roof Panel over 15132"Plywood Florida Product Approval #116 Florida Building Code 20 4 ST LUCIE COUNTY Per Rule 61 G20-3 BUILDING DIVISION at Method: 1 -DFOR COM REVIEWED REVIEWED BY DATE r - Category: Roofing PLANS A D PERM1T Subcategory: Metal Rooling Must SE KCP7 ON J®B OF! I SPECTION WILL 00 MAM Compliance Method: 61 G20-3. HVHZ Product Manufacturer: Gulf.Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 �•`PN1EL S 'oCENscc'•'1' Engineer Evaluator: nro: 75516 Dan Kuhn, P.E. #75519 ''� Florida Evaluation ANE ID: 10743 _ ' �- 'L .. STATE OF-.Fide ..�Q . LIM _ Validator: :;�`s• < OR I D P •'��•` Locke Bowden, P.E.#49704 �''•S /VAL 9450 Al-S. bury Place ►, ,j ''` Montgomery, AL 36117 030/ 2,015 CONCEALED FASTENERS ORA 1ACH ENTS Contents: ARF THE RESPONSIBILITY OF TSR Evaluation Report Pages 1 - 5 CONTRACTOR OF RFCORO FL#11651.15 R2•JUNE 15,2015 PRO , e . ® . a '0 POW VA L- 77 L O'k I D A. Pk OD U Ct A GldfCda S'U.PP'LY:& .MA.NUFACT,.UR:LNG • i6"Wi`DE ROOPIMNELOVER, • • r # { { ► • D r _ TM Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2, 1518 9, 1523.6.5.2.4. Product Description: GulfLokTM,7/s" Nailstrip Roof Panel,26 Ga. Steel, Maximum 16" Coverage, Roof panel-restrained with fasteners into minimum 15/31"-plywood decking. Non Structural application. Panel'Material/Standards: _ Material: Minimum 26 Ga. Steel,ASTM A792 or ASTM A653 G90 conforming to _ Florida Building Code 2014 Section 1507.4.3. Paint finish Optional Yield Strength: 80.0 ksi -i;Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014,;Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum - _ Width' 16" Coverage Maximum Female Rib: W Tall Male Rib: 3/4" Tall Rib with Slotted Strip Panel Seam: Snap Lock Panel Clip: 24 Ga.Zinc Aluminum Coated Steel, 24" Long. Used at Corner Zones only, where required design pressures exceed-121.75 psf. Panel Fastener: #10-12x1" Pancake Type A 1/4" Minimum Penetration through Plywood. Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6;1507.4.4 Substrate Description:' Minimum15/32" thick,APA Rated plywood over supports at maximum 24" O.C. Design!of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/Florida Building,Co.8 Design Uplift Pressures: Table"A" Maximum Design Pressures R�ro teas k .5e1?.y. s: n�ty BLfflL I�`Y Maximum Design Pressures.. . -63,5 psf -121.75 psf . -161 psf F2aYstener;; cg Sealant', No Yes No Yes *Design Pressure includes a Safety Factor=2.0. FL#11651.15 R2•JUNE 15,2015 XG e e d® e e ►. J ® . . . . . . . . . . Gulf0- .. SUPPLY .&;_;MANUFACTURIN,G. ,:: o ® 0 ® IF TM Code Compliance: The.product described herein has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2, 1518.9, 1523.6.5.2.4. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind.load requirements of the Florida Building Code 2014, as relates to Rule 61 G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06-Test for Uplift Resistance of Roof Assemblies • UL 1897-04-Uplift Test for Roof Covering Systems. Reference Data: 1. TAS 125-03: UL 580-94/1897-98 Uplift Test Force Engineering&Testing, Inc.(FBC Organization #TST 5328) Report No. 117-0301T-1 OA-C, Dated 10/11/2010 2. TAS 125 Architectural Testing, Inc. (FBC Organization#TST 1527) Report No. B9000.01-450-18, Dated 12/12/2012 3. TAS 100-95 Farabaugh Engineering&Testing, Inc. (FBC Organization #TST-1654) Report No.T356-10, Dated 10/29/2010 4. TAS 110-00:Valspar Fluropon coated metal panel testing A)ASTM G 26 by PRI Asphalt Technologies dated 01/19/2004 B)ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004 5. Certificate of Independence By Dan Kuhn, P.E. (FL#75519)@ Kuhn Engineering, LLC (FBC Organization'#ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. 3. ASTM G 26 is equivalent to ASTM G 155. Quality Assurance Entity: The-manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. FL#11651.15 R2•JUNE 15,2015 e 001"N S$P'PLY & MANUFACTURING o r • e © o ago ON) TM Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including Section 1515.2 and in accordance with Manufacturers recommendations. Installation: Install per Manufacturer's recommended details and RAS 133. Underlayment: Shall comply with Florida Building Code 2014 section 1518.2, 1518.3, 1518.4. Self Adhered roofing underlayment"must be used in the valley up 18" on each side of valley. Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. Design Procedure: For roofs within the parameters listed on the load table,fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table,design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress design.The maximum fastener spacing listed herein shall not be exceeded. FL#11651.15 R2•JUNE 15,2015 . . ® Y • . • . D o COA'410464 ■ Gulf 'Coak SUPPLY & MANUFACTURING s - TM ENGINEER LOAD TABLE:26 Ga.GulfLokTm 16"Wide Roof Panel over 15/32" Plywood �Yf�a ; -S�u :� �.i � >Nis NET]'' gs vl g '�# ea H Ig 0 0 op.;®mph, E ° Lif d , as1orl 3F 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE (MIN.1/4" SPEED penetration) (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER' SPACING SPACING SPACING SPACING SPACING SPACING SPACING ai n ..R A �L 'M1G ONE (1 -1b- 2x� CDX S MBIA_ c,.E Bl. A SI N16� 18 A SSE B #A AS3Ehi16L SASS tR ZONE 2 (1)#10-12x1" CDX PLYWOOD ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY B ASSEMBLY B o NE 3 =- 'so-ax PjOD AS EM,L� A V.S BL< NEWIR Yt SSE QLYj 5SI;M�BL B �ASSE',BL g 1.)PANEL DESCRIPTION:GULFLOKTM, MIN.26 GA,7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM. 2.)PANEL FASTENER:THROUGH PANEL SLOT:(1)#10-12X1" PANCAKE TYPE A, A" MIN. PENETRATION THROUGH PLYWOOD. 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-63.5 PSF AT 51/s"O.C.ASSEMBLY A,-121.75 PSF AT 5Ys"O.C.WITH SEALANT ASSEMBLY B,-161 PSF AT 5Ya' O.C.WITH CLIP ASSEMBLY C.PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING & TESTING. 4.)PLYWOOD DECKING:MIN.15/az"THICK,APA RATED PLYWOOD, GRADE C-D.MUST BE DESIGNED IN ACCORDANCE W/FBC 2014 5.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2014,SECTION 1609.1.5. ZONE 2 HIP ROOF a Note:Dimension(a)is defined as 10%of the minimum width of the building or ZONE 3 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be ------ ----------- �a less than either 4%of the minimum width of the building or3feet. ASSEMBLYA RIDGE / /' i 16"COVERAGE ZONE /------------------�� (1)#10-12X1°TYPEAPANCAKE SPACING:SEE UPLIFT TABLE �VE ASSEMBLY B ZONE 2 GABLE ROOF 1/4"-5/16"DIAMETER BEAD OF TITEBOND SEALANT a I (1)#10-12 X 1°TYPE A PANCAKE j RIDGE SPACING:SEE UPLIFT TABLE ----- — a ASSEMBLY C W/CLIP I ZONE 1 G�010-1'2 lok'"CLIP 24 GA. _ I I -----------------------� X�TYPEA PANCAKE \\ZONE 3 `EAVE SPACING:SEE UPLIFT TABLE FL#11651.15 R2•JUNE 15,2015 r -r EXTERIOR RESEARCH&DESIGN,I.I.C. p ' Certificate of Authorization#9503 TRII VII 1'�y I ERD 353 CHRISTIAN STREET,UNIT OXFORD,CT 06478478 PHONE. (203)262-9245 FAX:(203)262-9243 EVALUATION REPORT Interwrap,Inc. Evaluation Report 111980.11.08-R3 32923 Mission Way FL11602-113 Mission,BC V2V-6E4 Date of Issuance:11/03/2008 Canada Revision 3:05/01/2015 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 5th Edition(2014) Florida Building Code sections noted herein. DESCRIPTION: Titanium""Roof Underlayments 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 Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: t3t�0--a?teas a i �• y lt- �or� •'+' —�,., The facsimile seal appearing was authorized b Robert Nieminen, Robert J.M.Nieminen,P.E. !ILS�i?P741 �a.S P.E.on05/01/2015P This does not serve asanelectronically signed Florida Registration No.59166 Florida DCA ANE1983 !`r�zjrrr'r°ta document.Signed,sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinityJERD 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. Trinity)ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity I 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. 0 TRINITY ERD 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 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 Pro a Standard Year 1507.2.3,1507.3.3,1507.5.3,1507.7.3, Unrolling,Breaking Strength,Pliability, ASTM D226 2006 T1507.8,1507.8.3,1507.9.3 Loss on Heating 1507.2.4,1507.2.8,1507.2.9.2, Thickness;Load-Strain,Adhesion,Thermal ASTM D1970 2009 1507.4.5.1,1507.4.5.2,1507.5.3, Stability,Flexibility,Tear,Permeance 1507.5.3.2,1507.7.3,1507.7.3.2 1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012 1523.6.5.2.1 Physical Properties(2-ply system) TAS 103 1995 TAS 110 Accelerated Weathering TAS 110 2000 3. REFERENCES: Entnt 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) Wind Uplift 135520.08.11-1 08/12/2011 ITS(TST1509) Physical Properties 3146738COQ-003A 03/28/2008 ITS(TST1509) Physical Properties 3146738COQ-003B 03/28/2008 ITS ffST1509) Physical Properties 3126617COQ-005 10/31/2007 ITS(QUA1673) Quality Control ITS Listings Current ITS(QUA1673) Quality Control Inspection Report 11/19/2014 4. PRODUCT DESCRIPTION: 4.1 Self-Adhering Underlavments: 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 lbs/square. 4.2 Mechanically Fastened Underlavments: 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 lbs/square. 4.2.2 Titanium— UDL-25 PLUS is a synthetic sheet-type underlayment comprised of a woven core coated on one side with a polymer coating. Unit weight 2.9 lbs/square. 4.2.3 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 lbs/square. 4.2.4 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 lbs/square. 4.2.5 Titanium— UDL-TT is a synthetic sheet-type underlayment comprised of a woven core coated on one side with a polymer coating. Unit weight 2.9 lbs/square 4.2.6 Titanium- UDL-TF is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a polymer coating. Unit weight 2.9 lbs/square. 4.2.7 UDL-TTMC300 is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a polymer coating. Unit weight 3.2 lbs/square. Exterior Research and Design,I.I.C. Evaluation Report 111980.11.08-R3 Certificate of Authorization#9503 FL11602-R3 Revision 3:05/01/2015 Page 2 of 6 QTRINITY ERD S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityERD 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 the HVHZ. 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 approval documents. If not listed,a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: Table 1: Roof Cover Options Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes& Slate Shingles Shingles PSU-30 Yes Yes Yes Yes Yes Yes (See 5.5.1) UDL-25 Yes No No Yes Yes Yes Yes Yes UDL-25 PLUS Yes (base layer in 2- (base layer in 2- Yes Yes Yes ply system) ply system) Yes Yes UDL-30 Yes base layer in 2- Yes Yes Yes ( y (base layer in 2- ply system) ply system) UDL-50 Yes No No Yes Yes Yes UDL-TT Yes No No Yes Yes Yes UDL-TF Yes No No Yes Yes Yes *UDL-TTMC300 Yes No No Yes Yes Yes Private Labeled 5.5.1 "Foam-On Tile"is limited to use of 3M—2-Component Foam Roof Tile Adhesive AH-160(FL6332)or Dow TILE BONDm Roof Tile Adhesive(FL717) applications unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. 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. ➢ Titanium UDL-25 PLUS,UDL-30(primed with D41 primer)or UDL-30(inverted). 5.6.3 Wind Resistance for Underlavment 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 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. 5.6.3.1 Maximum Design Pressure=-45 Dsf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional)ASTM D41 Underlayment:_ Titanium PSU-30,self-adhered Exterior Research and Design,I.I.C. Evaluation Report 111980.11.08-R3 Certificate of Authoriratlon#9503 FL11602-R3 Revision 3:05/01/2015 Page 3 of 6 TRINITY ERD 5.6.3.2 Maximum Design Pressure=-30 psf*. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Titanium UDL-25 PLUS or UDL-30(inverted) Fasteners: Mechanically attached with 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 12-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required at all tin-caps. Underlayment: Titanium PSU 30,self-adhered 5.6.3.3 Maximum Design Pressure=-30 psf*. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Titanium UDL-30(printed side up) Fasteners: Mechanically attached with 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 12-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required over printed side of UDL-30. Underlayment: Titanium PSU 30,self-adhered 5.6.3.4 Maximum Design Pressure=-45 psf*. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Titanium UDL-25 PLUS or UDL-30(inverted) Fasteners: Mechanically attached with 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: Titanium PSU 30,self-adhered 5.6.3.5 Maximum Design Pressure=-45 psf*. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Titanium UDL-30(printed side up) Fasteners: Mechanically attached with 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: Titanium PSU 30,self-adhered 5.6.3.6 For mechanically attached base sheet in a 2-ply system,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FRSA/TRI April 2012 (04-12),Appendix A, Table 1A or FBC 1609. 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 RAS 117, FM LPDS 1-29 and ANSI/SPRI WD1. Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3 enhancements 5.7 Exposure Limitations: Titanium UDL-25,UDL-25 PLUS,UDL-30,UDL-50,UDL-TT or UDL-TF shall not be left exposed for longer than 30-days. Titanium PSU-30 shall not be left exposed for longer than 90-days. UDL-TTMC300 not be left exposed for longer than 180-days. Exterior Research and Design,I.I.C. Evaluation Report 111980.11.08-R3 Certificate of Authorization 119503 F1.11602-113 Revision 3:05/01/2015 Page 4 of 6 F)o TRINi-rY(ERD 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 Titanium—UDL-25.UDL-25 PLUS,UDL-30,UDL-50,UDL-TT,UDL-TF and(Private Labeled)UDL-TTMC3OO: 6.3.1 Install in compliance with manufacturer's published installation instructions and the requirements for ASTM D226,Type I and II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Fasteners: Mechanical attachment of Titanium UDL-25, UDL-25 PLUS and UDL-30 is limited to ring shank roofing nails with minimum 1-inch diameter plastic caps. Mechanical attachment of UDL-50, UDL-TT,UDL-TF and (Private Labeled) UDL-TTMC300 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. 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. 6.4 TitaniumTM PSU-30: 6.4.1 Install in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 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 Direct-to-Deck with Adhesive-Set Tile Applications: Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 and Section 5.6.2 herein, using the instructions noted above as a guideline. Wait a minimum of 24 hours prior to loading roof tiles.Tiles shall be staged so as to avoid slippage and/or damage to the roof underlayment. 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. Exterior Research and Design,I.I.C. Evaluation Report 111980.11.08-113 Certificate oJAuthorization#9503 FL11602-R3 Revision 3:05/01/2015 Page 5 of 6 TRINITYIERD 6.5 Titanium 2-Ply System: 6.5.1 The Titanium System consists of a base layer of Titanium UDL-PLUS or UDL-30 (top-surface primed or inverted) mechanically attached to the wood roof deck followed by Titanium PSU-30,self-adhered. 6.5.2 Non-Tile Applications: Install Titanium UDL-25 PLUS or UDL-30 (top surface primed or inverted) in accordance with Sections 6.3.1 through 6.3.3 followed by Titanium PSU-30 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 FRSA/TRI April 2012(04-12),Table 1. For adhesive-set tile roofing,refer to Section 5.6.3 herein. Wait a minimum of 24 hours prior to loading roof tiles. Tiles shall be staged so as to avoid slippage and/or damage to the roof underlayment. 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. 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 named CIA agency for information on production locations covered by F.A.C.Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey—QUA1673;(604)520-3321 -END OF EVALUATION REPORT- - Exterior Research and Design,I.I.C. Evaluation Report 111980.11.08-R3 Certificate of Authorization#9503 FL11602-113 Revision 3:05/01/2015 Page 6 of 6