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Home My WebLink AboutProduct Approval9/20/267 Florida Building Code Online F i t 'P"'Z� 1 '.-.qs+ �.��^ 9 f Ste• �[LT� '�—'�"i$t'. 4 �� FS�k`1tb'� r`� fq�l:�w.^ tY7 4x iso' r t�Y`,�:-4e, >Wxr-rte 1Z �' ai VMS',- 'N t �i�u -�,�� 4��•Yt Ye��5'ia„ ��„ �$�dr�rx"r v ,-k�: a fir, fi i � � .�,,.> .�a�z,,�-.�, aY f .� > > fi z ,+i• � � � ., q Y �� ''r> iV=-��.s�`4,..i..�t ��.1}^Y E �5�,3?�t�.'zh.,j £` � § n �.. a'�T"..a � "i;,s� a u � a'`��`� ii�" , {'�?�S'`.+,G'� i �� f-[� � �€�ny��• + Aj de o�,.i � �-�^ SCIS Home ! Log In User Registration ! Hot Topics Submit Surcharge Stats & Facts.•. Publications ; FBC Staff i SCIS Site Map ; Lir d10Fonda;. _ Product Approval § P USER: Public User Product Approval Menu > Product or Application Search > A Iii a t >�Yppli�eY1 h De�tai�l y. , FLFL16048- 705 L r r rTp_ Application Type Revision' LUCIF• T - LZL PF�WED FOR Code Version 2014. - Application Status App rovedATE ! j PLANS AND PER tIT N1UST BE KEPT OIQ 30�: OR NO MPECTION WILL BE MADE. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Tri -Built Materials GI oup, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 1 , THESE FLANS AND ALL PROPOSED WORK david.ruiz@tribuiltmg.w SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT David Ruiz MAYBE NECESSARY IN ORDER TO david.ruiz@tribuiltmg.�6WpLY WITH A66 APPLICARLE CODES. i David Ruiz 250 Route 17 North East Rutherford, NJ 07073 (201)842-2449 david.ruiz@tribuiitmaqenalsg�oTpFcoXNNERSS op ARE THE RFSp �ACHM T$ �4�SIRILI�pF THE C®R�TRg6TOM OF RECORD Roofing . Underlayments- Evaluation Report from a Florida Registered Architect or a Licer Professional Engineer Evaluation Report - Hardcopy Received Robert Nieminen I' PE -59166 UL LLC 07/18/2020 John W. Knezevichl PE Validation Checklist - Hardcopy Received FL16048 R5 COI 12017 01 COI Nieminen.pdf I Standard ASTM 1970 GI' Ffle- Copy ASTM G155 i FM 4474-..�..:... ,_ . �.. https://www.floridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDgtFPmdYNDWrwipmtAnRBjvxbzSOxbhTo3sD.C5hiANxLA%3d%3d 1/2 9/20/2017 • Equivalence of -Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Florida Building Code Online FRSA/TRI April 20 W4-12) TAS 103 UL 1897 i' Method 1 Option D 06/12/2017 06/13/2017 Date Pending FBC Approval 06/19/2017 Date Approved 08/08/2017 Summary of Products FL # Model, Number or Name Description 16048.1 TRI -BUILT Roof Underlayments Self -adhering, modified bitumen roof underlayment: Limits of Use Installation Instructions Approved for use in HVHZ: No FL16048 R5 II 2017 06 FINAL ER TRI - Approved for use outside HVHZ: Yes BUILT UNDERLAYMENTS FL16048-R5.odf Impact Resistant: N/A VerifiedlBy: Robert Nieminen PE -59166 Design Pressure: +N/A/ -150 Createdby Independent Third Party: Yes other: 1.) The design pressure noted herein pertains to use Evaluation Reports of foam -on tile systems overtop the self -adhering FL16048 R5 AE 2017 06 FINAL ER TRI- underlayment for one particular application. See ER Section BUILT UNDERLAYMENTS FL16048-RS.odf 5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of Created) by Independent Third Party: Yes Use. ?act.: Tas:c+ Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Ste Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email addres one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to su 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 Cha please click here . 1 Product Approval Accepts: ,'i£u � ® cChctk, i,M Credit Card Safe i i i i https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDcltFPmdYiNDWr\NipmtAnR8jvxbzSoxbhT,3sDC5hiANxLA%3d°/`3d i i 2/2 9120/2047 Florida Building Code Online -. o� .z� ,�'�+ �a� Sit• +r..� „�+'�' dF �2"�:-�"L,�-, Y: SCIS Home Log In i User Registration 1 Hot Topics f Submit Surcharge 1 Stats & Product Approval -7` USER: Public User ., st Product Approval Menu > Appllcation Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence .Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL21383 New 2014 Approved Sunlast Metal 2120 SW Poma Palm City, FL 34 (772) 223-4055 flvalidation@vah Publications FBC Staff ( BCIS Site Map ! Ur Terry Kapron fivalidation@yahoo com i Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licer Professional Engineer Evaluation Report - Hardcopy Received James Biagi PE -37467 I Keystone Certifications, Inc. 03/02/2026 Locke Bowden �' Validation Checklist - Hardcopy Received Standard Year UL 580 2006 X Ale copy https:IANww.floridabuilding.org/prlpr app 00.aspx?param=wGEVXQwtDgve007nSKOaGOtHid%2bwQOEnpeBIKF3uZJQkWyizvE°/a2bvrg%3d%3d 113 9/20/2017 1: Sections from the Code 0 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method 1 Option D j 12/16/2016 12/16/2016 12/22/2016 02/07/2017 I i 0 0 Contact Us :: 2601 Blair Stone Road, Tallahassee FL;32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Ste Under Florida law, email addresses are public records. If you do not want your e-mail address (released in response to a public -records request, do not: mail to this entity. Instead, contact the office by phone or by traditional mail. If you have! any questions, please contact 850.487.1395. *Pursuant 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email addre: one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to su 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 Cha please dick here . Product Approval Accepts: ® https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgveOO7nSKOaGOtHld%2bwQOEnp4BiKF3uZJQkwyizvE%2bvrg°/"3d"/"3d 2/3 i FL # Model, Number or Name Description 21383.1 ECONQ LINE-1:0-CLIPLESS: NAIL. 26GA STEEL OVER 15/32" 4 PLY CDX PLYWOOD STRIP Limits of Use Installation Instructions Approved for use in HVHZ: No FL21383 RO II ECONO LINE SERIES CLIPLESS NA 26GA ss=Final.Ddf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified! By: Architectural Testing, Inc. - Florida Design Pressure: +n/a/-71PSF Created by Independent Third Party: Yes Other: -71PSF @6"O.C. INSTALL PER MANUFACTURER'S Evaluation Reports DETAILS AND IN COMPLIANCE WITH FBC 2014. FL21383 RO AE ECONO LINE SERIES CLIPLESS N. 26GA ss-Final.pdf Created by Independent Third Party: Yes i 21383.2 ECONO LINE 1.0 NAIL STRIP ALUM .032 ALUM OVER 15/32" 4 -PLY CDX PLYWOOD Limits of Use Installation Instructions Approved for use in HVHZ: No F1-21383 RO II ECONO LINES SERIES CLIPLESS N ALUM ss.FINAL.Ddf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified, By: Architectural Testing, Inc. - Florida Design Pressure: +N/A/-78PSF Created by Independent Third Party: Yes Other: -78PSF @6"O.C. INSTALL PER MANUFACTURER'S Evaluation Reports DETAILS AND IN COMPLIANCE WITH FBC 2014. FL21383 RO AE ECONO LINES SERIES CLIPLESS I ALUM ss.FINAL.Ddf Created'by Independent Third Party: Yes 21383.3 ECONO LINE PBR 26GA STEEL OVER 15/32" 4 -PLY CDX PLYWOOD Limits of Use Installation Instructions Approved for use in HVHZ: No FL21383 RO II ECONO LINE SERIES-PBR ss -1171 Verified By: Architectural Testing, Inc. - West Palm Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/ -76.75 Other:-76.75PSF @ 24" O.C. Additional fastening for panel Created by Independent Third Party: Yes Evaluation Reports FL21383 RO AE ECONO LINE SERIES-PBR ss-1FII Created by Independent Third Party: Yes overlaps @4"O.C. spacing Install per FBC 2014 and manufacturer's details. I i 0 0 Contact Us :: 2601 Blair Stone Road, Tallahassee FL;32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Ste Under Florida law, email addresses are public records. If you do not want your e-mail address (released in response to a public -records request, do not: mail to this entity. Instead, contact the office by phone or by traditional mail. If you have! any questions, please contact 850.487.1395. *Pursuant 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email addre: one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to su 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 Cha please dick here . Product Approval Accepts: ® https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgveOO7nSKOaGOtHld%2bwQOEnp4BiKF3uZJQkwyizvE%2bvrg°/"3d"/"3d 2/3 ' EXTERIOR RESEARCH & DESIGN, I.I.C. { Ji .. _ Certificate of Authorization X19503 X353 CHRISTIAN STREET, UNIT #13 J TRINITY ERD OXFORD, CT 06478 (203)262-9245 EVALUATION REPORT j TRI -BUILT Materials Group, LLC Eva'luation Report.A42960.10.12-R5 PO Box 70 FL16048-R5 Rutherford, NJ 07070 Date of Issuance: 10/25/2012 (800) 516-1485 Revision 5: 06/12/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Buildingl,Code, Residential Volume. The products described herein have been evaluated for compliance with the 5ei Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: TRI -BUILT Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited ,!Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinityl ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. . i ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: Robert J.M. Nieminen, P.E. The facsimile seal appearing was authorized by Robert Nieminen, �di P.E. on 06%12/2017. This does not serve as an electronically signed :7:dibnutuc g Florida Registration No. 59166, Florida DCA ANEI983 � document. Signed, sealed hardcoples have been tansmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: I. Trinityl ERD 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. Trinityl 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 mainufacturing 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. I S. This is a building code evaluation. Neither Trinityl 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' 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 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 2004 1504.3.1 Wind Uplift UL 1897 2004 1507.2.4, 1507.2.8, 1507.2.9.2, Physical Properties ASTM D1970- 2009 1507.4.5.1, 1507.5.3, 1507.7.3 1504.6 Accelerated Weathering ASTM G1552005 1507.3.3 Installation Practice FRSA/TRI April 2012 (0412) 2012 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Ent' Examination Reference Date ERD (TST6049) Physical Properties 540540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties 540540.11.13 11/19/2013 ERD (TST6049) Physical Properties 540540.03.14 03/26/2014 ERD (TST6049) Physical Properties 544870.04.14-2 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-3 04/02/2014 ERD (TST6049) Physical Properties 544870.04.14-1 04/10/2014 ERD (TST6049) Physical Properties 544870.04.14-4 04/10/2014 ERD (TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014 ERD (TST6049) Physical Properties S43S30.05.14 05/28/2014 ERD (TST6049) Physical Properties 540540.30.14 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 R46814 09/04/2015 UL, LLC. (QUA9625) Quality Control Service Confirmation Exp. 10/16/2017 I 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. 1 4.2 Tri -Built S/A HT TU Underlayment is a self -adhering, non -woven poly ster fabric surfaced, SBS modified bitumen roof underlayment 4.3 Tri -Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen roof underlayment. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. Exterior Research and Design, LLC. Evaluation Report A42960.10.12 -RS Cer iflcate of Authorization il9503 FRC NON-HVHZ EVAWATION FL26048-R5 Tri -Built Materials Group, I.I.C. Revision 5: 06/12/2017 Page 2 of 6 RINIlYI ERD ^ss�u� ; yl 5.3 Fire Classification is not part of this Evaluation jj3%! fAo current Approved Roofing Materials Directory for fire ratings of this product. 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 applied atop the underlayments are as follows: • -TABLE 1 ;ROOF COVER OPTIONS ,. `= S' UnderlaymentShingles Nail -On Tile Foam -On Tile . Me As halt tal Wood Shakes Slate & Shingles Tri -Built Sand -R SA Shingle Yes No No No� Yes Yes Underlayment Tri -Built S/A HTTU Yes Yes Yes Yes, Yes Yes Underlayment See 5.5.1 Tri -Built Smooth HT S/A Underlayment Yes No No Yes Yes Yes 5.5.1 "Foam -On Tile" is limited to use of the following Approved the adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. ➢ Tri -Built S/A HT TU Underlayment with ICP Adhesives "Polyset AH -160" (FL6332) or Dow Chemical 'TileBond' Roof Tile Adhesive" (FL717) 5.6 Allowable substrates are noted below: 5.6.1 Direct -Bond to Deck: Tri -Built Sand -R SA Shingle Underlayment, Tri -Built S/A HT TU Underl yment 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 jProduct Approval. For installations under foam -on the 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. Exterior Research and Design, I.I.C. Evaluation Report A42960.30.12 -RS Certijkate of Authorization #9503 FBC NON-HVHZ EVALUATION FL16048-RS Tri -Built Materials Group, I.I.C. Revision S: 06/12/2017 �i Page 3 of 6 TRINITY I ERD 5.6.3 Bond to Mechanically Attached Base Layer - 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 ',itile 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 j04-12) 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) or FBC 1609 for determination of design wind pressures. j 5.6.4.1 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. 5.6.4.2 Maximum Design -Pressure = -67.5 psf: Deck: Structural concrete to meet project requirements !to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastocol 600c i Underlayment: Tri -Built S/A HT TU Underlayment, self -adhered. 5.6.4.3 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. 5.6.4.4 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 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. Underlayment: Tri -Built S/A HT TU Underlayment, self -adhered. 5.7 Exposure Limitations: 5.7.1 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 I 5.7.2 Tri -Built S/A HT TU Underlayment shall not be left exposed for longer than 180 -days after installation. Exterior Research and design, U.C. Evaluation Report A42960.10.12 -RS Certificate of Authorization 119503 FBC NON-HVNZ EVAWATION FL16048-RS Tri -Built Materials Group, U.C. Revision 5: 06/12/2017 j, Page 4 of 6 0 6. INSTALLATION: TRINITY ERD 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 head's. 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 Shinale 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 Sections 1507 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 be 6 - inches and staggered not less than 2 -ft from vertical seams in the cour ie 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. Peefthe 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 Underlayment onlvl: Reference is made to FRSA/TRI April 2012 (04-12) Installation Marival 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. Tri -Built S/A HT TU Underlayment has met the tile slippage test requirements specified in FRSA/TRI April 11 2012 (04-12) up to a 10 -tile stack to a maximum roof pitch of 6:12 for flat tiles and 5:12 for lugged tiles. Lugged tiles staged at pitch > 5:12 may use alternate staging method (bottom 2 -tile stack shall be inverted, followed by 8 tiles high on slope, as shown below). I. Exterior Research and Design, LLC.( Evaluation Report A42960.10.12 -RS Certificate of Authorization 119503 FBC NON-HVHZ EVALUATION FL16048-RS Tri -Built Materials Group, U.C. Revision 5: 06/12/2017 j; Page 5 of 6 '' TRINITY' ERD v Figure 1: Alternate Staging Method Alternatively, at roof slopes greater than these limitations, all tiles shall be loaded onto a nominal 1" x 2" horizontal batten to prevent slippage or damage to the underiayment. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F 9. QUALITY ASSURANCE ENTITY: UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, U.C. Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Tri -Built Materials Group, U.C. evaluate the installation of Rule 9N-3 QA requirements. Evaluation Report A42960.10.12 -RS FL16048-RS Revision S: 06/12/1017 Page 6 of 6 un/ast Meta/ 1, Llmh io AAnt!./ O��flrsis TM! _?a 1" CUPLESS NAIL .STRIP 26GA Roof Panel over 2.5/32" Plywood Florida Product Approval# 21383.1 Florida Building Code 2014 Per Rule 61G20-3 Method: 1—D Category: Roofing Subcategory: Metal Roofing Compliance Method: Rule 61G20-3 NON-HVHZ Product Manufacturer: Sunlast Metal 2120 SW Poma Drive Palm City, Florida 34990 Engineer Evaluator James Biagi, P.E. FL # 37467 1915 NE 451" ST. #107 Fort Lauderdale, FL 33308 954776-8004 Validator- Locke Bowden, P.E., FL#49704 9450 Alysbury Place Montgomery, AL 36117 Evaluation Report 1,4 .z+';��'-�� •r` ' `•!-moi v r /� lames Sia Q.E. FL # 46'1 . Page 1 of 4 Compliance Statement: The product as described in this report has demonstrated Florida Building Code 2014, Sections 1504.3.2, 1507.4.3, Product Description: 26GA Nail Strip/Snap Lock Metal Panel, 16" Coverage Width, Roof Panel restrained with #10 x 1" Pancake Head fasteners into 15/32" 4 ply CDX Plywood d Non-structural Application. FOR USE IN NON-HVHZ. Material: 26GA metal conforming to Florida Building Code 2014 Section 1507.4.3 Yield Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Secti Panel Dimensions: Panel Width: 16" coverage width Fastener: #10 X 1" Pancake -Head wood fasteners or equivalent. Corrosion Resistant per F 1506.7. 3/16" minimum penetration through plywood Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 15/32" 4ply CDX plywood, plywood supports at maximum 24' O.C. Design of plywood and scope of this evaluation. Must be designed in accordance w/ Florida Building Code 2014. Design Uplift Pressures: Uplift Design Pressure: with Safety Factor of 2 with the 1.0" Rib height 40KSI 1507.4.3, 1507.4.4 rida Building Code 2014 Section supports are outside the TABLE A Max Design Pressure -71psf Field Fastener Spacing 6".from panel ends and 6" o.c. Fastener Size #10 Female leg of panel snap fit to the male leg of the adjacent panel. Quality Assurance: In accordance with FBC 2014 and Rule # 61620-3: Keystone Inc. QUA 1824 Test References: Architectural Testing Inc (TST 1527)#F8542.01-450-44 UL 580-06 Code Compliance: The product described herein demonstrated compliance with The Fly 1504.3.2. The product evaluation is limited to compliance with the structural wind load to Rule 61G20-3. Minimum Slope Range 2/12 Minimum Slope per Florida Building Code 2014, and in recommendations. Installation: Install per manufacturer's recommended details in compliance with FBC Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2014 Roof Panel Fire Classification: No classification. Shear Diaphragm: values are outside the scope of this report. Building Code (FBC) 2014 Section rements of the FBC 2014, as relates with Manufacturers Design Procedure: Based on the dimensions of the structure, applicable wind loads are determined using Chapter 16 of the Florida Building Code 2014 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressure listed above. The design professional shall select the applicable erection details to reference in drawings for correct fastener attachment to his structure and analyze the panel fasteners for pullout and ��ullover. y p p p: Support framing must be Page 2 of 4 compliant with Florida Building Code 2014 Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading. Required wind loads shall be determined per project per FBC 2014 and any rational analysis computation shall be prepared by a licensed design professional. Certificate of Independence: James Biagi, P.E. does not have nor will acquire financial interest in any company manufacturing or distributing products under this evaluation. James Biagi, P.E. is not owned or operated or controlled by any company manufacturing or distributing product under this report. PRODUCT EVALUATION REPORT Page 3 of 4 ??unlast Meta? u Value Enaineered Meta/ RoofinC TM I' INSTAI:L. DETAILS Fastener: # 10 Pancake Head Wood Fastenerr I' Sunlast Econo 1" Clipless PANEL PROFILE Striations Optional '-26 GAUGE --71a TCC SCREW SPACING (Flat Shown) i I 6 I; Sunlast Econo 1" Clipless PANEL PROFILE Striations Optional (Flat Shown) Page 4 of 4