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Home My WebLink AboutPRODUCT APPROVAL< n�� s b�l ,E�y� _ B MIS Home I Led 1. 1 User Registration I Hot Tell. I Submit Surcharge I ssals®Facts i publications i Contact Us I MIS Site Map i Links i Searob i d br'da pr Product Approval 5 n UCEll:odUpublic User ;W== Product approval Menu > product or Application Saa¢h > Application list RECEIVED Search Criteria FILE COPY AUG 0 6 2018 Refne Search Code Version 2017 FLY. 27150.8 Application Type ALL Product Manufacturer Sf. Lucie County, Permitting ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ CONCEALED FASTENERS OA ATTACHMENTS Impact Resistant ALL Design Pressure ARE THE RESPONSIBR4TYOFTHE Other ALL QONTRAcTOR OR RECORD FL# Title Manufacturer validated ev Sta us FL27150 New INTEGRITY METALS FL*: FL27150.8 Diane Marotta, P.E. Pending FBC Approval Model: Min. 26GA Steel 5V Crimp Roof Panel (954) 776-8004 Description: Min. 26GA Steel 5V Crimp Roof Panel over min. 15132" 4-ply COX. plywood Category: Roofing Subcategory: Metal Roofing -Approved by Cape. Approvals try cacti shill be reviewed and rattiest by the Mjic aM/or me �omrr dskun it necessary. contact us :: 3601 Plain Scone Road. TaAaM1assee R 3]399 pMneBSO<BJ-183< The Stale of Honda Is an M/EEO employer. Coovrloht 207Q013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement UrWer Fbtlda law, email addresses are public remNs. If you do not want your e-mail address released In re,,ran to n pubbe-records regue4, do not seal electronic maI to this entity. Instead, contact nre off by phone or by traditional mail. If yw have any questions, please contact 850AW.139S.• pursuant to Section 455.D5(3), Florida Statutes, effective October 1, 2012, licensees Nttnsed under Chapter 455, F.S. must provide the Department with an email address If they have one. Tn mans provided may be used for official communication with the licensee. However emall addresses are publK mcoed. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . product Approval lAccecepts: M 0 PM E: � M Credit Card Safe SCANNED BY St. Lucie County ST. LUCIE COUNTY BUILDING DI N REVIEWED FOR COMPLIANCE i ,,, �/JQ PLANS AND PERMIT MUST BE KEP79N JOB SITE OR NO INSPECTION(S) WILkSE MADE. THESE RKCSOR�Y AND NARSUECTTOACOTION REQUIRED BY FIELD IN MAY BTHAT E NECESSARY IN ORDER S COMPLY WITH ALL APPLICABLE TO CODES. L2- M11, {, -+ik • �.' - Y�fYiedleilL i . '�• li--- BCJS Home 1 Loan 1 user RegltValbn Hot TOPICS I Submit Suncharge 1 Slats&Facts 1 Publications I FBC Staff i acts Site Map 1 Links 1 Search p Product Approval f USER: Pubho War Pmdun Aooroval Menu > PmJua or Aomlcebon Search > Application urt ST, Search Criteria Code Version 2017 FL* Application Type ALL. Product Manufacturer Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Search Results - Aoolications Refine Search Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure 16048 ALL ALL ALL ALL ALL ALL ALL FLtp Tvoe Manufacturer Validated By Status FL16048-R6 Revision Tri-Built Materials Group, LLC John W. KneCevich, PE Approved HistoryCategory: Roofing (954) 772-6224 Subcategory: Undedayments -Approved by DePR. Approvals by DBPR Stan be reviewed and oviihed by me POc and/or the Commsslon If necessary. AUG 0 6 2010 Contact UPS :: 2601 Blair Slane Roed: Trnahassee FL 12399 Phone: 8501W-1 W4 The State of Florkla a an WEED employer. cowrMM 3n03-201 State of Florda.:: Wban Statement :: Acressminty Statement :: Resura Statement Under florda lazy, email addresses are public records. If you do rat want your e-mail address released In response to a public-remNs request. do not send electronic mail to INS amity. Instead, Contact the office by phone or by traditional mall, ll you have any questions, please Contact 850,487.1395. •Nnuant to Serum 455235 (1), Florida Statutes, effeetWe October 1, 3012, licensees licensed under Chapter 455; F.S. must provide the Department with an email address If they have one. The emalls pmvlded may bma e used for Whilal communvatim with the licensee. However email addresses a. public record. If you do not wish to supply a personal address, please provide the Depatment with an a nail address which Can be made available, to the public. To determine If you are a licensee under Chapter 455, F.S., please Ink ffg . Product Approval AccepW ® 22 � Eig M stt. uric% HETILIC'S "I TRINIIY ERD 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 HTTU Underlayment shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slippage Limitations ITAS 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 Maximum Underlavment Tile Profile Staging Method slope Flat Max..10-tile stack 6:12 Lugged Max. 10-tile stack 5:12 Max. SO -tile stack (bottom 2-tile. stack shall be inverted, followed by 8 tiles high 6:12 on slope, as shown below) Tri-Built S/A HTTU Underlayment Lugged - Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6 i Certy7cate of Authorization p9503 a EDITION (20171 FBC NON-HVHZ EVALUATION FL16048-RS TRI-BUILT Roof Undedayments: (800) 516-1495 Revision 6:09/25/2017 Page 5 of 6 SCANNED i K1N1N ERD ROOFING COMPONENT EVALUATION: BY St, Lucie County 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILTMaterials Group, LLC, have demonstrated compliance with the following sections of the 6`h 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 ASTM G155 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: Entity Examination Reference Date ERD (TST6049) Physical Properties S40540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties 540540.11.13 11/19/2013 ERD (TST6049) Physical Properties S40540.03.14 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 544870.04.14-4 04/10/2014 ERD (TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014 ERD (TST6049) Physical 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 05/27/201S ERD (TST6049) Wind Resistance SC14045.05.17-R1 06/07/2017 UL, L-C. (QUA9625) Quality Control Multiple -Listing R16814 12/10/2015 UL, U.C. (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, SBS modified bitumen roof underlayment; meets ASTM D1970. S. 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, LLC. Evaluation Report A42950.10.12-116 Certificate ofAuthori:otion #9503 a EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 2 of 6 TRINITY I ERD 5.4 TRI-BUILT Roof Underlayments may beused 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: - TABU: 1: 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 TU Yes Yes Yes Yes Yes Yes Underlayment See 5.5.1 Tri-Built Smooth HT S/A yes No No Yes Yes Yes Underlayment 5.5.1 "Foam -On Tiile"is limited to use of the following Approved tile adhesives / underlayment combinations. TABLE SA: ALLOWABLE TILE ADHESIVE/ UNDERLAYMENT COMBINATIONS' Adhesive Florida Product Approval I Underlayments ICP Adhesives Polyset° AH-160 FL6332 Tri-Built S/A HT TU Underlayment Dow TileBond'" FL22S25 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. 'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design, U.C. Evaluation Report A42960.10.12-R6 Certificate ofAuthoNiation a9503 6'x EDITION(20171 FBC NON-HVHZ EVALUATION FL16048-RG TRI-BUILT Roof Underlayments, (800) 516.1485 Revision 6: 09/ZS/2017 Page 3 of 6 '\JTRINITYI ERD 5.6.3 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 S/A Underlayment applied to: ➢ ASTM D226, Type I or II felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems (Tri-Built S/A HT TU Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04- 12). 5.6.4 Wind Resistance for Underlayment 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 direct -deck 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 pressures. Nl Maximum Design Pressure = -45.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. N2 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 HTTU Underlayment, self -adhered. q3 Maximum Design Pressure = -150.0 osf 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. #4 Maximum Design Pressure =-60.0 osf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Underlayment: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three, equally spaced rows in the center of the sheet. Tri-Built S/A HT TU Underlayment, self -adhered. Exterior Research and Design, U.C. Evaluation Report A42960.10.12-R6 Certificate of Authorization ff9503 eEDITION 12017) FBC NON.HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516.1485 Revision 6: 09/25/2017 Page 4 of 6 �INITYJERD 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 IA. 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 WD3, 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 longerthan 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-DECIL TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Flat Max. SO -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) p lv kw Tri-Built 5/A HTTU Underlayment - Lugged �r Exterior Research and Design, I.I.C. Certificate oJAuthorization o9503 6r" EDITION (20171 FBC NON-HVHZ EVALUATION TRI-BUILT Roof Underlayments; (S00) 516-1485 Evaluation Report A42960.10.12-R6 FL16048-R6 Revision 6:09/ZS/2017 Page 5 of 6 \/ I RINITY ERD 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, 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 Tri-Built Sand-R SA Shingle Underlayment. Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 forthe 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 It 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 be 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 HTTU Underlayment 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 that 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 tile staging. 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: 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, LLC. Evaluation Report A42960.10.12-R6 Certificate of Authorization 09503 6'a EDITION (2017) FBC NON-HVH2 EVALUATION F136048-R6 TRI-BUILT Roof Underlayments; (SOO) 516-1485 Revision 6: 09/25/2017 Page 6 of 6