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HomeMy WebLinkAboutPRODUCT APPROVALGulf c gt SUPPLY & MANUFACTURING OPQSED WORK' THESE PLANS AND ALLoduct Approval #11651.13 R3 g ARESUBJEC770ANY DIN Mlda Building Code 2017 �o�CEp,LEVASWISRSORA F� REQUIRED BY FIELD INSPECTORS ARE SHE RESPONSIBIL MAY BE NECESSARY IN ORDER T Method : 1 —D 14TAR Q�RO N 13E WITH SAf APPblCAI 6B 60©is?Per RUi2. 61 G20-3, Co RA Category: Roofing Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)(d) NON HVHZ �d d t� G r• y q 0� o 11651.13 R3 •OCTOBER 5, 2017 Product Manufacturer: Gulf Coast Supply + Man ufacturing, LLC. 14429 SW 2nd Place,'Suite G30 Newberry, FL 32669 Engineer Evaluator: Dan Kuhn, PE. #75519 Florida`Evaluation ANE ID: 10743 Validator: Locke Bowden, P.E. #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation 'Report, Pages 1 — 5 ,.xrENS * : No, 75519 r STATE OF : Q i •t fit. t t L" _ Ifa�t P o Gu SUPPLY & MANUFACTURING Compliance Statement ;The product a5 descr+bed in this report has demonstrated corimpliance w+th the ` ' ,yr , BId+ng.Coc�e 2017 Floridau+h Sections 7 504 3 2 Product Description SV Crimp Roof Panel 26 Ga Steel 24 Coverage through fastened J r k roof panel with fasteners in the panel flat over minimum ls/32" plywood decking f Non St''ructuralRapplication s F < s h ' Panel Material%Standards Material Minimum 26 Ga Steel, ASTM A792 or ASTM A653 G90 conforming to " r , Florida Building Code 2017 Section 1507.4.3. Paint Finish Optional Yield Strength: 80.0 ksi Corrosion; Resistance: Panel Material shall comply with Florida Building Code 2017 Section 1507 4 3 Panel Dimenslon(s): Thickness 0.018" Minimum }' Width: .24" Coverage Rib Height: 3K" Major Rib Panel Fastener: #9-15xl .51' with sealing washing in the flat of the panel or approved equal, 1/4" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 Substrate Description: Minimum 15/32" thick, APA Rated plyJvood over supportsat 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 Code 2017. 2 Code CompUance The product desdi etl herein has- erri6ristf6ted compliance Q F bric 6 BOi Iv. A structural w Evaluation Report St6pe: The product* evaldRioMs-liniited to t6rhp ian'6 'w" ith"the �t(6_c ind load t -`' requirementsofith6Fldrida Building Code 2011 as relates to Rule 6 I Performance Standards. ,-,H,t p!vuut-L descnbed, erein as . emonst, e- !.V.1.1jfj lance . 0 UL 580-06 - Test for UpliftResistance of Roof Assemblies UL 160-12 - Uplift T6st for Roof Covering Systems. Reference Data- 1 UL 580 94I 1897-98 Uplift Test- Force`Engineering Testing,Inc �i 6" n �(F.BC_0�ganii� TSf 1 7rOO53T-05 & 11 -033 1 T-08 Report No. 1 7 2. Certificate ofIndep6h'dence" ByDan Kuh'n, RE. (FL# 75519) @ 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 1897-12 test -'standard. - Quality Assurance Entity: The man ' ufacturer has established compliance of roof panel products in accordaq�,p with the Florida Building Code and Rule ' 61 G20-3.005(3) for- manufkturing under a"quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minim'6m Slope shall comply with Florida Building Code 2017, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation:.— Install pet Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Cocle200 section 1507.1.1. Roof Panel Fire'Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. t 11651.13R3 •OCTOBER 5, 2017 Design Procedure For roofs within the parameters listed: on the.load table fastening pattern must ,x ' R.' { )..,_, Isfi t1J l ; , t,,,1{y 3j 5. t `•; , 1 Y.? 4 1 5. •tf at a mmimuni meet those listed for the applicable wind zone For all roofs outside s r r r 'a�amete`'rs design wind loads shaif be determined y :the hsfed on th'e'load table for each in accordance with FBC 2017 $ectlon 1609:or ASCE protect Uwg`'allowable stress design. --The maximum fastener spacin�Vjg irsted:herein shall not be;"exceeded. This evaluation report is not applicable in High Velocity " Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone 11651.13 R3 •OCTOBER 5, 2017 y Gulft."IlkicM 4 4 D II' w SUPPLY & MANUFACTURINt 340 26 A 5VCRIMP ROOF PANEL® • • • F: FLO EN NEER LOAD TABLE: 26 Ga SVCrirnp Roof Panel over 15/32" Plywood W ND FASTENER'. SUBSTRATE 6 a _ Tr 'ON 'ON. CENTER:° UN.CENTER' ,-ON CENTER ON,CENTER:' `OI�':GENTER" SPACING • ON CENTERA SPACING E (MIN 1/4 ,`;Penetration)" (MfN 15/32) t 11 SPACING SPACING` SPACING, SPACING SPACING'; 16 TYPE 1 16 TYPE 1 16" TYPE 1 i ZO#9-15X1 5'., Plywood 16 TYPE 1 16' TYPE 1 16 TYPE 1 16 TYPE 1 1.) NEL DESCRIPTION: 5V CRIMP MIN,,26 GA` GRADE 80 24'COVERAGE 2.) l NEL FASTENER. #9-15X1.5" HWH WITH SEALING WASHER W/ MIN �%'.' PENETRATION. ' 3.) AXIMUM ALLOWABLE PANEL UPLIFT PRESSURE -94 25 PS F@ 16 , O.0 FASTENER SPACING,TYPE 1 FASTENER PATTERN, -131.0 PSF 16".0 C. FASTENER SPACING TYPE 2A.FASTENER PATTERN BASED ON TAS 125; UL 580%UL 1"897 TESTING: 4.) Pi YWOOD`DECKIN' MIN. 15/az`' THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE, I IITH FLORIDA BUILDING CODE 2017. 5.) OF SLOPE: ON ROOF SLOPES LESS THAN 3:12 LAP SEALANT MUST BE USED, IN PANEL SIDE LAPS 6.) AD TABLE, BASED ON WIND PRESSURES CALCULATED, PER ASCE 7 10 (KD 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING tr y 2 COD 2017 4 m t i• _ ZONE2 HIP ROOF 5 Wa1 Note: Dimension (a) is defined as 10"/obf.the minimum width of.the building or ' ZONE 40% of the mean height of the roof whichever is smaller, however, (a) cannot be — 1 less than either 4% of the minimum width of the building or 3 feet. ` \�� RIDGE ;'-`• ..: %- , TYPE 1 FASTENER PATTERN #9-15 x 1-1/2" HWH w/Sealing Washer " ZONE 1 1 `.G��+� .: At Panel Lap FAyE ZONE 2 GABLE ROOF. L, TYPE 2 FASTENER PATTERN RIDGE (1) #9-15 x 1-1/2" HWH w/Sealing Washer a s ZONE 1 a............... ..... ... �`\ ZONE3 `._EAVE ' 11651.13 R3 •OCTOBER 5, 2017 . Lucie C®uriN NEMO etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY REPORTEVALUATION Dwens Corning Roofing and Asphalt, LLC Evaluation Report 111980.11.08-R7 WORK One Owens Corning Parkway Toledo, OH 43659 THESE PLANS AND ALL p9OPOSED FL11602-117 ARE SUBJECT TO ANY CO�i�DT�Q%Once: 11/03/2008 j740) 321-6345 REQUIRED BY FIELD INSP MAY BE NECESSARY IN ORDER TOevision 7: 08/16/2018 e..,..�. COMPLY WITH ALL APP41CABL-E CODES. his Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of Dnstruction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, .E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products escribed herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sectio erein. CONCEALED FASTENERS OR AA IESCRIPTION: Titanium*" Roof Underlayments ARETHERES40NSIB'L'T' THE CTOROF RECORD ABELING: -Labeling shall be in accordance with the requirements of the Accredited Qua ante Agency noted erein. ONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced luality Assurance documentation changes, or provisions of the Code that relate to the product change. -Acceptance of its Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the roduct(s), the Quality Assurance or the production facility location(s). NEMO I etc. requires a complete review of this valuation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMO I etc. Evaluated" may be displayed in dvertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. 4SPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or :s 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. arey: • avA: aQ � ; r= art J.M. Nieminen, P.E. -�,�k •. o��•o,r The facsimile seal appearing was authorized by Robert la Registration No. 59166, Florida DCAANE1983 tl�+n,;.;uiP Nleminen, P.E. on 08/16/2018. This does not serve as an electronically signed document. FICATION OF INDEPENDENCE: NEMO ETC, LLC 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. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 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. 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 NEMO I etc. nor Robert Nieminen, P.E. are, in anyway, 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. g.�� COO MEMO l etc. COMPONENT EVALUATION: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Tiitanium•" Roof Underlayments, as produced by Owens Corning Roofing and Asphalt, LLC, have demonstrated compliance with the intent of the following sections of the 61h Edition (2017) Florida Building Code through testing in accordance with applicable sections the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 1507.1.1, R905.1.1 Exception Unrolling, Breaking Strength, Pliability ASTM D226 2009 1507.1.1, R905.1.1 Exception 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 ASTM D4798 2011 TAS 110 Pull -through resistance TAS 117(B) 1995 3. REFERENCES: En'titV fxammat�on' 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 101823107CDQ-011 01/23/2015 Owens Corning Product equivalency Declaration 06/18/2018 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 PRI (TST5878) FRSA/TRI April 2012 (04-12), partial OCF-343-02-01 11/09/2017 PRI(TST5878) ASTM D4798 OCF-341-02-01 11/27/2017 PRI (TST5878) TAS 117(B); Pull -through OCF-422-02-02 04/03/2018 PRI (TST5878) FRSA/TRI April 2012 (04-12), partial OCF-425-02-01 08/18/2018 ITS (QUA1673) Quality Control - ITS Listings Current ITS (QUA1673) Quality Control Service Confirmation 09/30/2017 4.1 Self-Adherina 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 and FRSA/TRI April 2012. SMO ETC, LLC Evaluation Report 111980.11.08-R7 rtificate of Authorization #32455 a EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R7 Titanium Roof Underlayments Revision 1: 09/16/2018 Page 2 of 7 NEMO etc. 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 lbs./square; meets FBC 1507.1.1 & R905.1.1(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 4.0 lbs./square; meets FBC 1507.1.1 & R905.1.1(Exception). 4.2.3 Titanium'" 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; meets FBC 1507.1.1 & R905.1.1(Exception). 5.1 This is a building code evaluation. Neither NEMO ETC, LLC 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. '5A titaniumlh' 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: 5.5.1 - "Foam -On Tile" is limited to use of following Approved the adhesives / underlayment combinations. 9 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approvalfor Overturning Moment Resistance Performance. 0 ETC, LLC , Evaluation Report 111980.11.08-R7 cote ofAuthoriration #32455 P EDITION (2027) FBC NON-HVHZ EVALUATION FL11602-R7 Titanium Roof Underlayments Revision 7: 08/16/2018 Page 3 of 7 WNEMOletc. 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-30 (primed with D41 primer) or UDL-30 (inverted). 5.6.3 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRl 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. #1 Maximum Desien Pressure = 45 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdictioh.' Primer: (Optional) ASTM D41 Underlayment: One or two plies, Titanium PSU-30 (Dubai, UAE), self -adhered and back -nailed max. 12" o.c. in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. #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 wide side laps and 12-inch o.c. at three (3), equally spaced center rows. Primer: ASTM D41 priiner`required at all tin -caps. Underlayment:- One or two plies, Titanium PSU 30 (Dubai, UAE), self -adhered and back -nailed max. 12" o.c. in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. #3 Maximum Design Pressure '= -3o 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 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 (Dubai, UAE), self -adhered and back -nailed max. 12" o.c. in Accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. ETC, LLC Evaluation Report 111980.11.08-R7 te ofAuthorization #32455 0 EDITION (2017) FBC NON-HVHZ EVALUATION F1.11602-117 Titanium Roof Underlayments Revision 7: 08/16/2018 Page 4 of 7 NEMO etc. #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 (Dubai, UAE), self -adhered and back -nailed 12" o.c. in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. #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 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 (Dubai, UAE), self -adhered and back -nailed 12" o.c. in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. 5.6.4.1 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 shall not be left exposed for longer than 180-days. 5.8 Tile Slippaae Limitations (per FRSA/TRI April 2012 (04-12)1: When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be'exceeded by using battens during loading of the roof tiles. ETC, LLC Evaluation Report 111980.11.08-R7 to ofAutharization #32455 6TM EDITION (2027) FBC NON-HVH2 EVALUATION FL11602-R7 Titanium Roof Underlayrnents Revision 7: 08/16/2018 Page 5 of 7 NEMO etc. 6. INSTALLATION: 6.1 Titanium Roof Underlayments shall be installed in accordance with Owens Corning Roofing and Asphalt, LLC 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 Ti!kantut"; UI LM 6, Tltaft 4ltrlt Hilt- 34 ar Ttarlium UDL 50 6.3.1 Shall be installed, in complianceaivith the requirements for.ASTM D226, Type:l or II underlayment in FBC Table 1507.1.1 or R905.1.1 for the type of prepared roof covering to'be installed, considering the wider sheet -width. 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 17inch diameter plastic caps; screws and plates; or plastic cap staples. 6.3.2.1 Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: ':..except metal cap nails shall be required where the ultimate design wind speed, Va,,it. equals or exceeds 150 mph." Owens Corning Roofing and Asphalt, LLC has furnished data to permit the use of 1-inch diameter plastic cap nails in lieu of metal cap nails for these applications; when the Titanium'" UDL-25, Titanium UDL-30 or Titanium UDL- 50 underlayment is installed beneath mechanically fastened prepared roof covers referenced in FBCTable 1507.1.1 or 11905.1.1. 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-inch_ e's 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 7tanlurrf"",PSU�30 .' 6.4.1 Non -Tile Installations:: 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, and Owens Corning published requirements. Titanium' PSU-30 shall be back -nailed max. 12" o.c. in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. 6.4.2 Tile Applications: Shall be installed in compliance with the requirements for Self -Adhered Membrane underlayment set forth in FRSA/TRI April 2012 (04-12),'and Owens Corning published requirements. TitaniumTM PSU-30 shall be back -nailed max.12" o:c. in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. 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 Owens Corning Roofing and Asphalt, LLC published requirements for tile staging. ETC, LLC Evaluation Report 111960.11.08-R7 teofAuthorizatlon#32455 . 0 EDITION (2027) FBC NON-HVHZ EVALUATION F1.11602-117 Titanium Roof Underlayments Revision 7: 08/16/2018 Page 6 of 7 As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 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. i?i�r�t .... Missiori, BC; Canada sp8cfflcarior► FBC 1507.1.1(Exception) •- Prfliluct S `; .. ... Titanium UDL-30; Titanium UDL 50 Qingdao, China FBC 1507.1.1(Exception) Titanium UDL-25; Titanium UDL-30; Titanium UDL-50 Dubai, UAE FRSA/TRI 04-12 (2-ply system) Titanium PSU-30 (Dubai, UAE) Brentwood, NH ; : ASTM D1970, FRSA/TRI 04-12 -Titanium PSU-30 (Brentwood, NH) ETC, LLC to of Authorization #32455 0 EDITION (2017) FBC NON-HVHZ EVALUATION Titanium Roof Underlayments Evaluation Report 111980.11.08-R7 FL11602-R7 Revision 7: 08/16/2018 Page 7 of 7