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Home My WebLink AboutProduct Approval "0 FLOR]DA . . ® , Gulfcc Nt SUPPLY & MANUFACTURING TM GULF ? 12) R 26 GUAGE GULFPBRTM PANEL OVER 15/32" PLYWOOD LORIDA PRODUCT APPROVAL NO. 11651.19 R2 i ren Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC. 26 Ga. GulfPBRTm Roof Panel over 15132"Plywood Florida Product Approval #11651.19 R2 Florida Building Code 2014 Per Rule 61 G20-3 CONCEALED FASTENERS OR ATTACHMENTS Method: 1 —D ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD Category: Roofing Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)(d) HVHZ S'Q -(,�S" Product Manufacturer: FREVIEWED Gulf Coast Supply & Manufacturing, LLC.LLU�IEC®LINTY ��ili1��UILOINo olvlsloN 14429 SW 2nd Place, Suite G30 P�11EL S, jREVIEWED Newberry, FL 326694OR CO LI NCE BY No. 75519 LANS AND HERMIT Engineer Evaluator: '� - MUST BE KEPT ON JOB OR Dan Kuhn, P.E. #75519 1 " NO INSPECTION WILL BE MADE Florida Evaluation ANE ID: 10743 STATE OF ''�FSi�� O R I D P ••�� Validator: 1`S1�o101VAL 0'00 , Locke Bowden, P.E. #49704 f 111io150%% 9450 Alysbury Place 0. 1j3 1 Montgomery, AL 36117 Contents: •� R ri, � Evaluation Report Pages 1 — 5 FL#11651.19 R2•JUNE 15,2015 ENGINEERING,PROIDUCT EVALUATION REPORT KUHN "'o , ` ` 1 b 1 • 1 Gulf x.70 " t' SUPPLY & MANUFACTURING TM GULFPBR 26 1 OVER PLYWOOD FLORIDA PRODUCT APPROVAL NO. 11651.19 R2a 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: GuIfPBRTm Roof Panel, Minimum 26 Ga. Steel, 36" Coverage,through fastened roof panel over minimum 15/32" 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: Min. 80.Oksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 36" Coverage Rib Height: 11/4" Tall Rib at 12" O.C. Panel Fastener: #9-15x1.5" with sealing washing, 1/4-14 x 7/8" HWH Lap Screw with sealing washer at 24" O.C. Maximum at the panel side laps or approved equals 1/4" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2014','S'ection 1506.6, 1507.4.4 Substrate Description: Minimum 15/32" thick,APA Rated plywood over supports at maxiri�um 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 2-014:` Design Uplift Pressures: Table"A" Maximum Total Uplift Design Pressure 60.5 psf 1.54.75 psf Fastener Pattern 12"-12"-12" - 7"-5"-7"--5"- Fastener 7".-5 -Fastener Spacing 24" O.C. 12" O.C. Design Pressure includes a Safety Factor=2.0. FL#11651.19R2•JUNE 15,2015 X'. • oOD 'U4 •`" ® > u ® .tea L Vit. se KUHN ENGINEERING, LLC 11670 ISLAND LAKES LANE,BOCA RATON, FL 33498 -FL COA:#30464 /e\; ` ` Gulfco�& SUPPLY & MANUFACTURING TIVIGULFFIRRr 26 GUAGE GULPANEL FPBRTM OVER • • FLORIDA PRODUCT . • , APPROVAL Tnn 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: • TAS 125-03 • UL 580-06-Test for Uplift Resistance of Roof Assemblies • UL 1897-04- Uplift Test for Roof Covering Systems. • TAS 100-95 -Test Procedure for Wind and Wind Driven Rain Resistance of Discontinuous Roof Systems • TAS 110-00-Accel. Weathering ASTM G 155/Salt Spray ASTM B 117. Reference Data: 1. TAS 125-03: UL 580-94/ 1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization #TST-5328) Report No. 117-0062T-07G-I, Dated 02/19/2007 2. TAS 100-95 CONCEALED FASTENERS OR ATTACHMENT`✓ Farabaugh Engineering &Testing, Inc. (FBC Organization #TST-1654) ARE THE RESPONSIBILITY OF THE Report No. T1 32-07, Dated Report No. T271-08, Dated 00 /13 C/2007 ONTRACTOR OF RECOP,O /2008 3. 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 4. 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#11651.19 R2•JUNE 15,2015 I;t j - 4: L PRODUCT v , , , s , "' rS^ ' r` „ , SUPPLY & MANUFACTURING G 6 li'(C�aa-''�,\s i WNW i r - GULFPBR • GLIAGE GULFPBR • FLORIDA • , APPROVAL 1 s/. fv Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including Section 1515.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per Manufacturer's recommended details and RAS 133. Underlayment: Shall comply with Florida Building Code 2014 section 1518.2, 1518.3, 1518.4 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#11651.19 R2•JUNE 15,2015 11670 ISLAND LAKES LANE,BOCA RATON,FL 33498 - FL COA.430464 "'V Gulfco�R SUPPLY & MANUFACTURING GULFPBRATM 26 GLIAGE P:■TM PANEL • • • FLORIDA PRODUCT APPROVAL NO. 11651.19 R2 TM �A ENGINEER LOAD TABLE: 26 Ga.GulfPBRTM Panel over 15/32" Plywood Buildings having a Roof Mean Height<—20'-0"; Roof Slope: 2"/12" - 12"/12" Gable or Hip Roof;Wind Speeds 120- 180mph, Exposure C, Risk Category ll, Enclosed Building, based on Florida Building Code 2014. 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN. do P (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER enetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE 1 #9-15X1.5" Plywood 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24•',TYPE 1 24",TYPE 1 ZONE 2 #9-15x1.5" Plywood 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 12",TYPE 2 12",TYPE 2 ZONE 3 #9-15x1.5" Plywood 24",TYPE 1 24",TYPE 1 12",TYPE 2 12",TYPE 2 12",TYPE 2 12",TYPE 2 12",TYPE 2 1.)PANEL DESCRIPTION:GULFPBRTM, MIN.26 GA., GRADE 80,36"COVERAGE, 1'/4" TALL. 2.)PANEL FASTENER:#9-15X1.5" W/SEALING WASHER OR APPROVED EQ., 1/4-14X7/8" LAP SCREW MAX.24"O.C. IN PANEL SIDELAP. 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:60.5 PSF @ 24" O.C. FASTENER SPACING TYPE I FASTENER PATTERN, 154.75 PSF @ 12" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.)PLYWOOD DECKING:MIN.'-/32"THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014. 5.)ROOF SLOPE:ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. 6.)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. Note:Dimension(a)is defined as 10% of the minimum width of the building or ZONE 2 NIP ROOF ZONE 3 1a1 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 or 3 feet. TYPE 1 FASTENER PATTERN At Panel Lap —RIDGE #14 x 7/8"Lap Tek @ 24"O.C. ---%-----J .x-12" 12„ -------- ZONE 1 /-------- ------- #9-15 x 1-1/2" Continuous tape seal SAVE @ 12"-12"-12" for use on slopes ZONE GABLE ROOF a Pattern @ 24"O.C. less than E2 � „ a� — ----------------- TYPE 2 FASTENER PATTERN 7.3 > BRIDGE #14 x 7/8" Lap Tek @ 24"o.c. a I i\ ZONE i — #9-15 x 1-1/2" Continuous tape seal @ 7"-5"-7"-5"-7" for use on slopes \�ZONE EAVE Pattern @ 24"O.C. less tItTMED FASTENERS OR ATTACHMENTS FL#11651.19 R2•JUNE 15,2015 ARE THE RESPONSIBILITY OF THE . • , ® ® . CONTRACTOR OF RECORD f i EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 TRINITY I 353 CHRISTIAN STREET, UNIT #13 QOERD OXFORD, CT 06478478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Interwrap, Inc. Evaluation Report I11980.11.08-112 32923 Mission Way FL11602-112 Mission, BC V2V-6E4 Date of Issuance: 11/03/2008 Canada Revision 2: 02/17/2012 SCOPE: This Evaluation Report is issued under Rule 9N-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 designed to comply with the 2010 Florida Building Code sections noted herein. DESCRIPTION: TitaniumT"' Roof Underlayments LABELING: Each unit shall bear labeling 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"Trinity)ERD 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. orm IM This Evaluation Report consists of pages 1 through 6. , t, �� N ~h Ell �r I1 Prepared by: i t The facsimile seal appearing was authorized by Robert Nieminen,P.E.on 02/17/2012 This does not serve as an electronically signed Robert J.M. Nieminen P.E. ,��' `��•'.�• document. Signed,sealed hardcopies have been t 04AL�++`> transmitted to the Product Approval Administrator and Florida Registration No. 59166, Florida DCA ANE1983 to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinityiERD 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. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD h `"J'TRINRY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: TitaniumT"' 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 Property Standard Year 1507.2.3, 1507.3.3, 1507.5.3, Unrolling, Breaking Strength, ASTM D226 2006 1507.7.3,T1507.8, 1507.8.3, Pliability, Loss on Heating 1507.9.3, 1507.9.5 1507.2.4, 1507.2.9.2, 1507.5.3 Thickness, Load-Strain,Adhesion, ASTM D1970 2001 Thermal Stability, Flexibility, Tear, Permeance 1507.3.3 Installation Practice FRSA/TRI 07320 2005 1523.6.5.2.1 Dimensional Stability,Tear, Load- TAS 103 1995 Strain, Water Absorption, Low Temp Flex,Cyclic Elongation, Puncture,Crack Cycling, Peel Adhesion,WVT,Tile Slippage TAS 110 Accelerated Weathering TAS 110 2000 3. REFERENCES: Entity Examination Reference Date ERD (TST6049) Physical Properties I15010.04.09 04/29/2009 ERD (TST6049) Physical Properties I15010.05.10 05/14/2010 ERD (TST6049) Physical Properties I35520.06.11 06/15/2011 ERD (TST6049) Wind Uplift I35520.08.11-1 08/12/2011 ITS (TST1509) Physical Properties 3146738COQ-003A 03/28/2008 ITS (TST1509) Physical Properties 3146738COQ-003B 03/28/2008 ITS (TST1509) Physical Properties 3126617COQ-005 10/31/2007 ITS (QUA1673) Quality Control ITS Listings Current ITS (QUA1673) Quality Control Inspection Report 12/13/2011 4. PRODUCT DESCRIPTION: 4.1 Self-Adhering Underlavments: 4.1.1 TitaniumT1 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 TitaniumTM 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. 4.2.2 TitaniumTM UDL-30 is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a polymer coating. Unit weight 4.0 lbs/square. 4.2.3 TitaniumTM UDL-50 is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a polymer coating. Unit weight 4.7 lbs/square. Exterior Research and Design, LLC. Evaluation Report I11980.11.08-1112 Certificate of Authorization#9503 FL11602-R2 Revision 2: 02/17/2012 Page 2 of 6 l TRINITY ERD 4.2.4 TitaniumT" 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 4.2.5 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. 4.2.6 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. S. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 TitaniumT'" 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. 5.4 Allowable roof covers applied atop TitaniumTm Roof Underlayments are follows: Underlayment Asphalt Nail-On Tile Foam-On Metal Wood Shakes Slate Shingles Tile &Shingles PSU-30 Yes Yes Yes Yes Yes Yes (See 5.4.1) UDL-25 PLUS Yes Yes No Yes Yes Yes UDL-30 Yes Yes No Yes Yes Yes UDL-50 Yes Yes No Yes Yes Yes UDL-TT Yes Yes No Yes Yes Yes UDL-TF Yes Yes No Yes Yes Yes 'UDL-TTMC300 Yes Yes No Yes Yes Yes 'Private Labeled 5.4.1 "Foam-On Tile" is limited to use of Polyfoam PolyPro AH160 or Dow Tile Bond applications unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. 5.5 Allowable substrates for PSU-30 are noted below: 5.5.1 Direct-Bond to Deck: ➢ New untreated plywood; ➢ Existing untreated plywood, primed as needed with D41 primer to achieve bond. 5.5.2 Bond to Mechanically Attached Base Underlayment: ➢ ASTM D226, Type I or II felt. ➢ Titanium UDL-25 PLUS, UDL-30 (primed with D41 primer) or UDL-30 (inverted). 5.5.3 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI 07320 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 07320 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. Refer to FBC 1609.1.5 for determination of design wind pressures. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE Exterior Research and Design, LLC. CONTRACTOR OF RECORD Evaluation Report I11980.11.08-R2 Certificate of Authorization#9503 FL11602-112 Revision 2: 02/17/2012 Page e 3 of 6 w , '11 TRINITY�ERD 5.5.3.1 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 5.5.3.2 Maximum Design Pressure = -45 psf. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Titanium UDL-25 PLUS or UDL-30 (inverted), mechanically attached with FBC HVHZ ring shank nails and 1-5/8" diameter tin caps spaced 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 5.5.3.3 Maximum Design Pressure = -45 psf. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Titanium UDL-30 (printed side up), mechanically attached with FBC HVHZ ring shank nails and 1-5/8" diameter tin caps spaced 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 Exposure Limitations: 5.6.1 UDL-25 PLUS, UDL-30, UDL-50, UDL-TT or UDL-TF shall not be left exposed for longer than 30-days. 5.6.2 PSU-30 shall not be left exposed for longer than 90-days. 5.6.3 UDL-TTMC300 not be left exposed for longer than 180-days. 5.7 For tile roof installations governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, use is limited to the following. Table 2:Tile System Options per FRSA/TRI 07320/8-05 System Underlay Section Reference Roof Underlayment(s) Option 4 3.02D Two Ply No. 30 Double-layer, UDL 25, UDL 30,UDL 50, UDL TT,UDL System One: TF or UDL-TTMC300 Mechanically Self-Adhered Fastened Tile, 5 3.02E PSU 30 Unsealed or Sealed Underlayment Underlayment No. 30/Self-Adhered Base Layer: ASTM 226,Type II felt, UDL 25 PLUS, UDL System 6 3.02F Underlayment 30(primed with D41 primer)or UDL 30(inverted) Top Layer: PSU 30 System Two: Self-Adhered Mechanically 4 3.02D Underlayment PSU 30 Fastened Tile, Sealed No. 30/Self-Adhered Base Layer: ASTM 226,Type II felt, UDL 25 PLUS, UDL Underlayment 5 3.02E Underlayment 30 (primed with D41 primer)or UDL 30(inverted) System Top Layer: PSU 30 System Four"A": 4 3.02D Self-Adhered PSU 30 Adhesive-Set Tile, Underlayment Unsealed or Sealed Base Layer: ASTM 226,Type II felt, UDL 25 PLUS, UDL Underlayment 5 3.02E No. 30/Self-Adhered 30(primed with D41 primer)or UDL 30(inverted) System Underlayment Top Layer: PSU 30 System Four"B": 3 3.02C Self-Adhered PSU 30 Adhesive-Set Tile, Underlayment Sealed Base Layer: ASTM 226,Type II felt, UDL 25 PLUS, UDL Underlayment 4 3.02D No. 30/Self-Adhered 30(primed with D41 primer)or UDL 30(inverted) System Underlayment Top Layer: PSU 30 Exterior Research and Design, LLC. Evaluation Report I11980.11.08-R2 Certificate ofAuthorization#9503 FL11602-R2 Revision 2: 02/17/2012 Page 4 of 6 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE, CONTRACTOR OF RECORD FTRRINFY 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 TitaniumT" PSU-30: 6.3.1 PSU-30 shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Cut to 10- to 15-foot manageable sections and re-roll with the release film side out. 6.3.3 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. 6.3.4 For use in tile applications: 6.3.4.1 Reference is made to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Section 5.7 herein, using the instructions noted above as a guideline 6.3.4.2 Wait a minimum of 24 hours prior to loading roof tiles. 6.3.4.3 Tiles shall be staged so as to avoid slippage and/or damage to the roof underlayment. 6.4 TitaniumTM UDL-25 PLUS, UDL-30, UDL-50, UDL-TT, UDL-TF and (Private Labeled) UDL-TTM C300: 6.4.1 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. 6.4.2 Fasteners: 6.4.2.1 Mechanical attachment of UDL-25 PLUS and UDL-30 is limited to ring shank roofing nails with minimum 1-inch diameter plastic caps. 6.4.2.2 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. 6.4.3 Slopes of 4:12 or greater: 6.4.3.1 End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum fl- inches. •S� � 4 v Exterior Research and Design, LLC. Evaluation Report I11980.11.08-R2 Certificate of Authorization#9503 FL11602-112 - t�YyI Revision 2: 02/17/2012 s' Page 5 of 6 J "-- TRINITY 1 ERD 6.4.3.2 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. 6.4.4 Slopes of 2:12 to less than 4:12: 6.4.4.1 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 6.4.3, but maintaining minimum 25-inch side (horizontal) laps, resulting in a double-layer application. 6.4.5 For use in tile applications: 6.4.5.1 Reference is made to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Section 5.7 herein. 6.4.5.2 TitaniumT" UDL underlayments are 48-inches wide; wider than the typical, codified 36-inch wide ASTM D226, Type I and II underlayment. The placement and attachment requirements set forth in Sections 6.4.3 (single layer with PSU-30 overtop) and 6.4.4 (double-layer) are suitable to maintain the intent of FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, Systems 1 and 2. 6.4.5.3 Tiles shall be staged so as to avoid slippage and/or damage to the roof underlayment. 7. LABELING: Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA agency for information on production locations covered by F.A.C. Rule 9N-3 QA requirements. 10 QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey - QUA1673; (604) 520-3321 END OF EVALUATION REPORT- Exterior Research and Design, LLC. Evaluation Report I11980.11.08-112 Certificate of Authorization#9503 F1_11602-112 Revision 2: 02/17/2012 Page 6 of 6