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Home My WebLink AboutEVALUATION REPORTSCANNED Certificate ofAuthorization bur 29824 CREEK�� 17520 Edinburgh Drive v Tampa, FL 33647 . ic"C4�f° (813) 480-3421 TECHNICAL SERVICES, L EVALUATION REPORT FLORIDA BUILDING CODE, 6T" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 (417) 624-6644 RECEIVED http://www.tamko.com Quality Assurance: UL LLC (QUA9625) J U L 2 6- Z 018 SCOPE ST. Lucie County, Permitting Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO@) ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile Underlayment TAMKO® Master Smooth TAMKO® Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 A Asphalt Saturated TAMKO® No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. M D 226, Type II underlayment constructed from a non -perforated organic felt that is rated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKOO TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. i CR�KTAMKO,BUILDING PRODCUTS, INC. j'� TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO@ TAM -FELT Alternate to ASTM D 226, Type I'and'Type II Urderlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All, fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKO@ TW Metal and Tile Underlayment and TAMKO@ TW Underlayment shall be 40'F. b) The minimum application temperature of TAMKO@ Moisture Guard@ shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO@ ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOO TW Metal and Tile Underlayment may be exposed fora maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlaymerit to the roof deck. Allawahle Roof Coverinas: Metal Roof .'Mineral • Wood Asphalt °, Panels and ,Surfaced Roll' 'Shingles and Slate:` ; clay and, Untlerla ent Shin les ' Shin les `,• Roofing Shakes Shin let Concrete Tile- TAMKO@ ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKO@ ASTM Tile N N N N N Y Underlayment TAMKOO Master Smooth Y' N N N N N TAMKO@ Moisture Guard@ Y N N N N N TAMKO@ No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKO@ No. 15 UL Asphalt Y Y Y YZ Y N Saturated Organic Felt TAMKO@ No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO@ No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKO@ TW Metal and Tile Y Y N N N Y Underlayment TAMKO@ TW Underlayment Y Y N N N N TAMKO@ TAM -FELT Y N N N N N Notes: 1) open valley applications per ibut.z.a.z 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREED TECHNICAL SERVICES, LLC LIMITATIONS TAMKO BUILDING PRODCUTS, INC. _ TAMKO Underlayments 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed. with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. :ntity Report No. Standard Year :'RI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a )RI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a �'RI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 �RI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 ?RI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) ?RI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) 'RI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 )RI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 )RI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) )RI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 'RI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 )RI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a )RI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 'RI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a 'RI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a JL LLC (TST9628) 13CA12269 ASTM D 226 2009 BP14001.4 FL12328-R8 Page 3 of 4 his evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK achnical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. his evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not )ecifically addressed herein. "a CREEK'' TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO.BUILDING PRODCUTS, INC. TAMKO Uriderlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Code, 6th Edition (2017)-as evidenced in the referenced documents submitted by the named manufacturer. %�� FtY R. .G E N No 74021 �= � :. STATE OF 11 N A� 0,��, CERTIFICATION OF INDEPENDENCE _y T 2017.10.19 2 12:15:58 w_. _04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by,any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluatii Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of This evaluation report is provided for -State of Florida -product approval under -Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid., This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not, specifically addressed herein. SCANN EP i By 89t. Lurie Coon$'/ TRINITY I ERD REPORT -BUILT Materials Group, LLC Box 70 herford, NJ 07070 D) 516-1485 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization ##9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478- (203) 262-9245 Evaluation Report A42960.10.12-R6 FL16048-R6 Date of Issuance: 10/25/2012 Revision 6: 09/25/2017 This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of Fonstruction 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 roducts described herein have been evaluated for compliance with the 6 Edition (2017) Florida Building Code sections noted herein. NG: Labeling-§hS it-6 irr'accordance with the requirements the Accredited Quality Assurance Agency noted 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. if the product hanges or the referenced Quality Assurance documentation changes. Trinity) ERD 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 "Trinityi ERD Evaluated" may be displayed in dvertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. JSPECTION: 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 6. cared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/25/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD 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. TrinityI 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 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. r TRINITY I ERD ROOFING COMPONENT, EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Resistance FM 4474 2011 , 1504.3.1 Wind Uplift UL 1897 2012 1504.6 Accelerated Weathering ASTMG155 2005 1507.2.4 / 1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015 ` 1507.3.3 Physical Properties FRSA/TRI April 2012 (04-12) 2012 3. REFERENCES: gniint Examination Reference Date ERD (TST6049) Physical Properties S40540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties S40540.11.13 11/19/2013 ERD (TST6049) Physical Properties 540540.03.14 03/26/2014 ERD (TST6049) Physical Properties S44870.04.14-2 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-3 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-1 04/10/2014 ERD (TST6049) Physical Properties S44870.04.14-4 04/10/2014 ERD (TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014 ERD (TST6049) Physica[,properties S43530.05.14 05/28/2014 ERD (TST6049) Physical Properties S40540.10.14 10/31/2014 ERD (TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 ERD (TST6049) Wind Resistance SC14045.05.17-R1 06/07/2017 UL, LLC. (QUA9625) Quality Control Multiple -Listing R16814 12/10/2015 UL, LLC. (QUA9625) Quality Control Service Confirmation Exp. 07/18/2020 4. PRODUCT DESCRIPTION: 4.1 Tri-Built Sand-R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment, with'a 36-inch sheet width; meets ASTM D1970. 4.2 Tri-Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012. 4.3 Tri-Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SB$ modified bitumen roof underlayment; meets ASTM D1970. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity) ERD nor Robert Nieminen, P.E. are, in. any way, the, Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is .not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, U.C. Evaluation Report A42960.10.12-116 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 2 of 6 QTRINITY (ERD 5.4 TRI-BUILT 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: TABLE1: ROOF COVEROPTIONS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate Shingles & Shingles Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlayment Tri=Built S/A+HT TUB" w r _ Yes -Yes--- Yes Yes Underlaymdrit�� ---Yes- -See See Tri-Built Smooth HT S/A Yes No No Yes Yes Yes Underlayment 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. TABLE IA: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS) Adhesive Florida Product Approval Underlayments ICP Adhesives Polyset® AH-160 FL6332 Tri-Built S/A HT TU Underlayment Dow TileBond'' FL22525 Tri-Built S/A HT TU Underlayment 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete. While not required over plywood; OSB or Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT Materials Group, LLC, requires tongue -and -groove board decking be covered with plywood or OSB prior to installation of the self -adhering underlayment. 5.6.2 Bond -to -Insulation: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ Dens Deck Prime; SECUROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations. under foam -on tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474, Appendix D or TAS 114, Appendix J. 2 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Research and Design, I.I.C. Evaluation Report A42960.10.12-R6 to of Authorization #9503 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FL16048-R6 TRI-BUILT Roof.Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 3 of 6 5.6.3 5.6.4 (�NIN+ERD Bond to Mechanically Attached Base Laver: - Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT Underlayment applied to: ➢ ASTM D226, Type I or II felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached I minimum codified requirements. For installations under foam -one the systems (Tri-Built S/A HT Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (( 12). Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-: does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, wh( the underlayment forms part of the load -path. The following wind uplift limitations apply to direct -de underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on i applications. Maximum Design Pressure is the result of testing for wind load resistance based allowable wind loads, and reflects the ultimate passing pressure divided by 2�(the 2 to 1 margin•of saf( per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A FBC 1609 for determination of design wind pressures. #1 Maximum Design Pressure = -45.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Having Jurisdiction. Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. #2 Maximum Design Pressure = -67.5 osf: Deck: Structural concrete to meet project requirements to satisfaction -of Authority Having Jurisdiction. Primer: Soprema Elastocol 600c Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. #3 Maximum Design -Pressure = -150.0 psf: Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed. C-side up) to meet project requirements to satisfaction of Authority Having Jurisdiction. Deck Preparation: Plywood shall be thoroughly cleaned to remove dust, and debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional) RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered, shall be thoroughly roll using hand roller and/or weighted roller to ensure there are no voids, and ensure there are no voids/bridging at side and end -laps. j #4 Maximum Design Pressure = -60.0 psf: Deck: Min. 19/32=inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin cap's (FBC 1517.5.2) spaced 67inch o.c.'at the 4-inch laps and 6-inch o.c. in three, equally spaced rows in the center of the sheet. Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. Exterior Research and Design, LLC. Evaluation Report A42960:10.12-R6 Certificate of Authorization #9503 0 EDITION (2017)' FBC NON-HVHZ EVALUATION I FL16048-R6 tRl-BUILT Roof Underlayments, (800) 516-1485 Revision 6: 09/25/2017 Page 4 of 6 F)o TRINITY ER® 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: Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left exposed for longer than 30-days after installation Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-12)): 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. TABLE'2: TILE SLIPPAGE LIMITATIONS FOR DIREcT-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Flat Max. 10-tile stack 6:12 Lugged Max. 10-tile stack 5:12 Max. 10-tile stack (bottom 2-tile stack shall be inverted, followed by 8 tiles high 6:12 on slope, as shown below) TU, 4, Tri-Built S/A HT Underlayment Lugged d Research and Design, I.I.C. Evaluation Report A42960.10.12-R6 to of Authorization /l9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments, (800) 516-1485 Revision 6: 09/25/2017 Page 5 of 6 r ` TRINITY ERD 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in `accordance with TRI-BUILT Materials Group, LC published installation requirements subject to the Limitations set forth in' Section 5 herein and }lie 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 Tri-Built Sand-R SA Shingle Underlavment, Tri-Built S/A HT TU Underlayrn nt or Tri-Built Smooth HT S/A Underlavment: I 6.3.1 Shall be -installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1A for the type of prepared roof covering to be installed. 6.3.2 Non -Tile applications: While priming is optional,'TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof cover is not slated for installation.within 24 hours: Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel -off the release film diagonally while holding the membrane tight. Firmly roll, broom or hand -press the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should b 6- inches and staggered not less than 2-ft from vertical seams in the course below, sealed in accordance with TRI-BUILT Materials Group, LLC requirements. When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back -nailing in the overlap area at the top of the sheet at 12-inch o.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Drape, and press sheet into place, working from the center of the valley or ridge'; in each direction. For valleys, apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications•(Tri-Built S/A HT TU Underlavment only): 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 foam -on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations ithat fall outside the scope of FRSA/TRI April 2012 (04-12). Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for the staging. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installati n of this product. 8. MANUFACTURING PLANTS: Gulfport, MS 9. QUALITY ASSURANCE ENTITY: UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6 Certificate of Authorization #9503 e. EDITION (2017)' FBCNON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 6 of 6