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HomeMy WebLinkAboutEVALUATION REPORTde \ ,I1�PJNITY Eli® EVALUATION REPORT TRI-BUILT Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800)516-1485 SCARY ED St, Lucie Cour.4W EXTERIOR RESEARCH & DESIGN, LLC. Certificate OfAuthonzation #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 (203)262-9245 Report A42960.10.12-R6 FL16048-R6 Date of Issuance.10/25/2012 Revision 6: 09/2S/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 Building Code, Residential Volume. The products described herein have been evaluated for compliance with the a Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof Under layments LABEUNG: 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. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADvERnS MENT: 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 atthe request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: �'' k �•v'�, Fes'' �c�c°�'w' Robert J.M. Nieminen, P.E. '�.;�s.;,»�;'�� •• Florida Registration No. 59166, Florida OCAANE191zi •.;�✓/,n.�n�•`•`e,� The fa mllasnlappra[Irt(was auti..M by Robert Niemieen, P.Fo 09)'&JNW musaoea aotserrea:anekcVONvllysigxy doo"ne"t CERMCATiON OF INDEPENDENCE: L TrmitylERD does not have, nor doe',s 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 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 S. This is a building code evaluation. Nelther 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 specificallyforthet purpose. } , 1 TR NI YiERD ROoRNG 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 a Edition (2017) Florida Building Code through testing in accordance with the followring Standards_ Compliance is subject to the Installation Requirements and Urriltations / 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 UL1897 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: EntityExamination Reference Date ERD (TST6049) Physical Properties S40540.02A3-1 02/19/2013 ERD (TST6049) Physical Properties S40540-11.13 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 S44870.04.14-4 04/10/2014 ERD (TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014 ERD (TST6049) Physical Properties S43530.05.14 05/28/2014 ERD (TST6049) Physical Properties S40540.19.14 10/31/2014 ERD (15r6D49) 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-RI 06/07/2017 UL, U.C. (QUA9625) QualityControl 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 3q-inch sheet width; meets ASTM D1970. �42rr8udt5/AT�tt,{}i2ierlayme ;_ za se(f�dhering non -woven polyester fabric surfaced, SBS modified iiltumen roof undeFlayment; meets ASTM D1970 and FRSA/TRI April 2012. 4.3 Tri-Built smooth AT 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 Record1for 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, LLG Evaluation RepoRg42960,1012-R6 Certrmte ofAuthonzabon 6M503 a EDITION (2017) FBC NON-HVHZ EVALUATION Evaluation TRI-BUILT Roof Underlayment5; (800) 516-1485 Revision 6: 09/ZS/2017 Page 2 of 6 1\1'.Jj T'R N1-T Y ERD i 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: UnderlaymentAsphaltNail-on Tile Foam -On Tile Metal Wood shakes Slate Shingles &Shingles Tri-Built Sand -RSA Shingle Underlayment Yes No No No Yes Yes in-6 dtsfHTTUYe r. j' Yes Yes Yes Yes Yes Tri-Built Smooth HT S/A underlayment Yes No yes yes Yes 5.5.1 "Foam -On Tile" is limited to use of the following Approved file adhesives / underlayment combinations. . • •....::-r•.•.:::..:;+x::;`.T'JCBLE,IR:!ALIAWAOLETILEADHESIIIE]UNDERWYIN'El![f}ICOIYIBINA7IANS?i}�+:^.:.:>:..-:`..«:., . Adhesive Florida Product Approval Undedayments ICP Adhesives Polysets AH-160 FL6332 Tri-SuiltS/A HT TU Underlayment Dow'rlleBondTM FL22525 Tri-BuiltS/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; 0513; 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, TRt-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 $A Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment appl(ed to: ➢ Dens Deck Prirne; 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. 1 Refer to Tile Manufacturers or Adhesive Monufacturer's Florida Product Approvoi for 0verturning Moment Resistance Performance. Exterior Research and Design, U.C. Evaluation ReportA429601032-R6 Cerljticate ofAuMor=11on 99503 6W EDmON(2017) FBC NON-HVHZ EVAWATDON F1.36048-116 TR"UILT Roof Undeflaymentr (800) 516.1485 Revision 6: 09/25/2017 Page 3 of 6 �, TRINITY J ERD 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 2609 for determination of design wind pressures. #1 Maximum Desien 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-BuiltS/A HTTUUnderlayment, selfadhered. #2 Maximum Design Pressure =-67.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastocol 600c Underlayment: Tri-BuiltS/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. #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: 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 HTTU Underlayment, self -adhered. Exterior Research and Design, LLC. Evaluation ReportA42960.10.12-R6 Certificate of Authorization#9503 6'"EDrnoN(20171 FBC NON-HVHZ EVALUATION FL36048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 4 of 6 �TRINITYJ 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 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 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. .. <. ;.. y;.�TABLE2:-TIIESUPPAGBLIMITATIONS FOR CT DIRE -DECK TILE;INSTALIgTIONS Maximum Underlayment Tile Profile Staging Method Slope Fiat Max. 10-tile stack .6:12 Lugged Max. Satile 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))) Tri-Built S/A HT TU Underlayment Lugged i<v Exterior Research and Design, LLC. Evaluation Report A42960.10.1Z-R6 Certificate ofAuthorizadnn n9503 6'"EDmON(2017)FBC NON-HVHZ EVALUATION FL76048-116 TRI-BUILT Roof Undedayments; (800) 516-1485 Revision 6:09/ZS/2017 Page 5 of 6 T'RiN#TY # ERD 6. INSTALLATION: 6.1 TRI-BUILT Roof Underiayments 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 checkifor 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 Underiayment or Tri-Built Smooth HT S/A Underlavment, 6.3.1 Shall be installed In compliance with the requirements for ASTM 01970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.3.2 Non-Tileaoplications: While priming is o(itlonal, 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 34nches, 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. Forvalleys, apply the sheet starting at the lowest point and work upward. 6.3.3 a oolEt cation si(Tn 9Uiff`5/AdfTiTU UnderI"aWri if dnlftI + �-- Reference is made! to F SA/TRI April-201Z-(0412) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For foam -on file applications, reference is made to Section 5.6.4 herein for wind resistance limitations that fail outside the scope of FRSA/TRI April 2012 (04-12). Tile shall be loaded and staged in a manner that prevents the 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: I 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) 5783406; k.chancellor@us.ul.com - END OF EVALUATION WORT - Exterior Research and Design, U.C. ' ktirafuaUon ReportA42960.10.12-R6 Certifnafe ofAuthorirarron 09503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL36048-R6 TRI-BUILT Roof Underlayments; (800) S16-1485 Rev1don 6: 09/26/2017 Page 6 of 6 EXTERIOR RESEARCH & DESIGN, Ur— Cerbfrmre afAuthorko0on N9503 353 CHRISTIAN STREET, UNIT 13 OXFORD, Cr 06478 12031262-9245 EVALUATION REPORT '. ICP Adhesives and Sealants, Inc Evaluation Report 02768.03.O6-R8 12505 NW 441' Street FL6332 R8 Coral Springs, FL33065 Date of Issuance:08/09/2008 lass) 7741419 Revision 8:10/12/2017 SCOPE: This Evaluation Report is issued under Rule 61620-3 and th6 ap?licable 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. - The product described herein has been evaluated for compliance with the 6v' Edition (7.017) Florida Building Code sections noted herein. i DE scRIPnoN: ICP Adhesives Polyset- AH-160 LASED146: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED 0DMPUANCE: 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_ ADvERnsmwr: The Evaluation Report number preceded by the words 'Trinity l ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then itlshall be done in its entirety. INsPEcnON: 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 9. Prepared by. RobertLM. Nieminen, P.E.' Florida Registration No. 59166, Flnrldo DC4 ANE1983 \-,'. N1 9 Y f ERD, Thefiaai+niksealaPP®imgamsaathat3W bpaobat taeWn P. anloflztMD. 71+cdo pent asan /.���.��Cl+++++LAdecton�nrskned doam+enc ..nON OF fNDFPEltDEtrtr[E L Exterior Research & Design, U.0 d/b/a Trinity I ERD does not have, nor does it intend to acquire or will Racquire, a financial interest in any company manufacturing or d str'ibutingproducts itevaluates Z Exterior Research & Design, LLG E/b/a Trinity I 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 beingissued. 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 S. This is a building wife evaluation.: Neither TdnitylERD 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 specifirallyfor that purpose. \,-,,'TRJNrTYJERD ROOFING COMPONENT EVALUATION: 1. SCOPE Product Category: Roofing Sub -Category: Roof Tile Adhesives Compliance Statement: ;ICP Adhesives PolysetO AH-160, as produced by ICP Adhesives and Sealants, Inc, has demonstrated compliiance' with the lid' Edition (2017) Florida Building Code through testing in accordance with the Standards set forth herein. Compliance is subject to the Installation Requirements and Urnitations / Conditions of Use set forth herein. 2. STANDARDS: . Sections Proa Standard Year 1504.LL1 Overtuming resistance SSM 11 1997 3. REFERENCES: . Entity Elraminardon Reference Date ERD(TST 6049) Static Uplift-SSIO 11 P§9740.02.12 ' 02/20/2012 ERD(TST 6049) Static UpUt-SSiD 11 P39740=3-R1 01/02{2015 ICC-ES(EVt2396) 20121BC Compliance ESR-1709 12/DI/2016 Miami -Dade (CER 1592) HVHZcompliance 17-0322-03 04/27/2017 PRI(TST5878) stmicupfift-SSTD la ECM-O01-02-01 09/21120DI PRI(rSCS878) staticuplift--SSTD11 M-M& 2-01 05/09/2005 PRI ('FST5878) Static uplift-SSTD 11 PFl-006-02-02 05/09/20M PRI(TSi5878) Static Uplift-SSTD 11 PF4007-02-01 IA/11120as PRI (TST5878) Stalicupfift-SSM 11 PFI-008.02-04 02j21/2006 PRI (TSr5878) Static Uplift-SSTD 11 PFI-049-02-03 02/21/2006 PRI(TSr5878) Static Uplift-SSTD 11 TGPJ-OM-02-03 10/30/2005 PRI(T5T5878) Static UPiift-SSTD 11 TGRI-OM-02M 10/30/2006 PRI (1ST5878) Stdticuprift-SSro 11 PFPPOIO-02-M 72/07/2006 PRIrMS878) Static Uplift-sSro 11 PFPF011-02-01 12/07/2.006 PRI(7ST5878) Static Uprtft-SSrD 11 PFPI-012-02-01 W0712006 FRI(TST5878) Static Uplift-SSTD11 PFPI-033-02-01 IV0712006 FRI M75878) Static Uplift- SSTD 11 PFPI-014-02-01 1Z/07/2006 PRI(TST5878) Static UpFift-SSTD 11 ECM-003-02-M 0611312008 PRI ([ST5878) static uplift-ssm ii ECM-004-02-M 06/13/2008 FRI M-175878) static upri t-SSFD 11 ECM-005-02-M 06/13/2008 PRI(TST 5978) static Uplift-SSID 11 EOM-006-02-01 06/13/2008 PRI (7ST5878) Static Uplft-SSTD 31 ECM-007-02-M 06/13/2008 PRI(TST5878) Static Uplift-SM 11 ECM-008-02-01 06113120M ULLLC(QUA9625) Quality Assurance Service Confirmation Exp. 06/05/2018 4. PRODUCT Desolu 'LroN: 4.1 ICP Adhesives Polysetn AH-160 is a two -component expanding polyurethane roof file adhesive that is mixed and dispensed from a dispensing system provided by I& Adhesives and Sealants, Inc. The components are available in refillable tanks or disposable cylinders (ICP Adhesives PmPack° 30 & 100). S. uMrTATroms: ( I 5.1 This is a building rod e evaluation. NeitherTrinity(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 speciftcallyforthatpurpose. 5.2 This Evaluation Reportt is notfor use in FBC HVHZjurisdictions. B2erior Research and Design, Ur- Caoi+�+a�l`nvO,ohnGona.{,� W 6'"rDMOIVPM:) FBC NON-nVHZEVAUlAT10N Evdhtallon Report0276 FUWZR itr Adhesives PotyseeAH-16B, (898)774-1419 Revision 8: /12/ID17 Paee2of9 11 �'TPJNff Y 1 ERD 53 Fire classification Is not part of this evaluation. Referto a current Roofing Materials Directory for fire ratings of this product and Fr8C 1505.2. , 1 5.4 ICP Adhesives PolysEe AH-160 can be used with flat, low and high profile tiles or any rigid, discontinuous roof assembly having a current Florida Statewide Product Approval or approved on a local -level by the Authority HavingJurisdiUion. i 55 Minimum underlayment shall be per FRSA/1RI April 2012 (04-12) or having a current Florida Statewide Product Approval or approved on a local4evel by the Authority Having Jurisdiction for use with ICP Adhesives PolyseV AH-160. 5.6 Field tiles, meeting the limitations of FBC 1.609.53, using ICP Adhesives Polyset® AH-160 are limited to projects having an Aerodynamic Uplift Moment (M.), determined in accordance with FBC 169953 or Tables 2A and 2B of FRSA/TRI April 2032 (04-12), not greater than the following Allowable Overturning Moment values. Refer to Section 10 and ICP Adhesives and Sealants, Inc, published installation instructions for Adhesive Paddy Placement details. - '• - .:Yder kcFlF .±TnC'ecrlwlCH:91DUES '_s�::, - :; •ATMw BRw+�MonnEelr�(mtxi' ..,.::_z:i. . : '. ZvalariorsPet�aiRSwi•Irvrrti�ggfrcu�frvuE;vr��rrstL-n{tour/nraa9i;®rr: '.. . . .. •.-:i7.'ro-1.nvw®r�SdfE%J''Arn67urAPrumrdri lxrta09+a�marr{rivpdAD0Y1VfA': ".t..'="- -Tile (FBC 160953) Allowable Type Profile Adhesive Paddy Placement Overcoming dbmer2 (fFRdj Clay or Independent; Single Paddy, Medium (W-inch, -30 gram) 60 Independent; Single Paddy, Large (2 n.O-inch, 45 gram) 112 Concrete Flat lnterdependentTwo Paddy(4)r4-inch on underayment 2x44ndr attile overlap) 54 low/ Independent Single Paddy, Medium (2x7 inch, ^30 gram) 39 panders;�5ingleaddy,:'.....i2:a0-cash,=.`Ord-'gminirvT'"°�;,,,:?"z^„3;�. �Concre"te Medium-f`Ind'e, Interdependent; Two Paddy (4x414nchlon undedayment, 2x4-inch attile overlap) Independent; Single Paddy, Large (2)a0-inch, 45 gram) 58 Clay High 134 Clay or Independent; Single Paddy, Medium (2),74nrh, -30 gram) 65 Independent; Single Paddy, Large (2xlO-Inch, -S gram) 109 Concrete High IntrdependentTwo Paddy (4x44nch on Underlayment, 2x4-inch attile wedap) 40 Clay Barrel ' 2x1O4ndr x-35 gram for pans:2 @ 1r404nch x-'17 gram forcap 147 Concrete Barrel : 2xlo ihch x -35 gram for pans; 2 @'WO4nch x^%7 gram for cap 107 Clay Independent Continuous Paddy (-34gmm/fQ s�trPmage�rp 135 Concrete Cap atop 2x CapIndependent Continuous Paddy (-34 gram/ft) 116 Cap atop 2x Interdependent: t stringer �. Head-, One (1) #10 x xA" screw; Overlap: I x 6 inch (^10.5 gram) 105 Concrete Cap atop 2x Interdependent: stringer (. Head: One (1) #10 x 2,A-screw; Overlap:l x 6 inch (-105 gram) 76 �.�.� crow m 1dun: � relates tO inslanatlon over 8'30/90' underlayment sydtem, as detailed in the FRSA/TRI April 2012 (04-12). Alternate underlayment systems include those {raving a current Florida Statewide Product Approval and/or approved on a local -level by the Authority Having Jurisdiction specifically for use with ICP Adhesives Polyset® AH-760. 5.6.2 Tile roof systems using tile types or profiles other than those listed above acquiring acceptance for use with ICP Adhesives Polyseto AH-160 shalt be tested in accordance with SSM Lt or Testing Application Standard TAS 10L For the interdependent two -paddy method, an additional 240-1 margin above that speed in SSTD 11 or Testing Application Standard TAS 101 shall be applied in determining the 'allowable overturning moment'. Baerior Research and Design, U.C. evaluation ReportUVOL03ft64ta Grrt�+prtrofAvthonmtlon e9!ai 67"mmON(7017) FBCNON-HVHZEVALUATION Fl63. -R8 rrP AdkaaVesPolyset' AN-160; (M) 774-1419 Rev;sim 3:10/32/2017 Page 3 of 9 I !' 7 1 T 'Ki 1\,-,,1TPjNiTY i EW I 5.7 Hip and ridge tiles using ICP Adhesives Polyset° AN-160 are limited to projects having hip/ridge design pressure requirements, detenT((ned in accordance with Table 1A, of FRSAjMI April 2012 (04-22), not greater than the following values. Refer to ICP Adhesives and Sealants, Inc published installation instructions for Adhesive Paddy Placement details. ':},(te&,'J)IUGE�1Ela]1�ICP�o)3E5�`Y;V...iN5EYP,, 71f.1 :..:. A1WMB.iW�37pur iFstsraigcF p' 1A •.; '. ,:...• ....:'...: - r ..' - 61/RG71�1,.OF3A `pWFgDY.r1EP?ID1 DRiNDFPAJOFLtF'.`EOwwot i&,Q D GIpY[ •Y�—•_^�`! '':.23UZ.?037/nIR61NNFSAffIY`A!RfAD'I YYAPPIIFDTiiRYrJrEW1�PFN0,.,y1�Y3.•• :Allowable Tile Substrate Affichment Method Designpremne (per Gay 2xPT�ge board Independent Continuous Paddy(-34 gram/ft) 116 Concrete 2x PT ridge board Independent Continuous Paddy (^34gwm/ft) 107 Gay 2x PT ridge board Interdependent Head: One (1) #10 x 23r screw; Overlap:l x 6 inch (-105 gram) 90 Concrete 2x PT ridge board Interdependent Head: One (1)#10 x2W screw; Overlap 1 x 6 inch (-10.S gram) 56 ,.�,. -Chamxel Me)at�FA5374j T - -v N "'� > �'lvnnv2:'irk'•*-Tl[7dm LockTM (FL5374): ofuminum, rn vonized, Gdlvolumea orstainlesssteel Independent Continuous Paddy C-34 gram/ft) 173 m LUCICTM Plus (Ft5374): olaminum, Golvalumeo Independent. Continuous Paddy(-34 vanlsed, orstoinlesssteel gram/ft) 178 NaOch (FL8095) Independent Cominu us Paddy (-32 gram/ft) 125 Concrete Top Notch (FL8095) Independent Continuous Paddy (-32 gram/ft) 146 6. INSTALLATION: 6-1 ICP Adhesives Polysee AH-160 and the file roof assembly shall be installed in accordance with FRSAfM April 2012 (04-12) and ICP Adhesives and Sealants, Inc published installation instructions, subiect to the limitations outlined (n Section S. 6.2 Hip and ridge boardsior hip/ridge metal shall be installed in accordance with the FRSA/iRI April 2M (04-12)- Proprietary.hip and !ridge metal shall be installed in accordance with the manufacturer's Florida Product Approval. ! . 6.3 installation shall be performed by applicators who hold a valid Qualified Applicator Card presented by ICP Adhesives and Sealants, Inc. 7. BUILDING PERMIT REQUIREMENTS: i As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 3- MANUFACTURING PLANTS: Tomball, TX 9. QUALITY ASSURANCE ENTITY: UL, LLC.-QUA9625; (947) 664-3673; LeAnna-Gradecki()ul.com a i exterior Research and Design, U.0 rx Evahranon ReportaUGRA3o6•R8 Caa$mre ofAvaorimGen A95o7 6 EDITION (2017) F3C NON44VHZ EVALUATION _Ra 1CP Adhesives PolyseVAH-IM, (MB) 774-1419 ReVW0n& J0/✓✓2D17 Page4of9 ERD 10. PADDY PLACEMENT DE7AILS(FROM ICP ADHESIVESAND SEALANTS, INC. PUBLISHED urERATURE): 10.1 Indeoendemt. Medium Paddv: Nail daoagh plastic cement (when requ'aed) I Saaensopdonal Rat/Low PrG4ATiie BaPliOr Research and Design, LLC Certyfmre°jAUMas&cti°^pgm3 G'"LDMON(2M7) FSC NON•HVHZEVALUA77ON ICPAdheshv POIMV AH360:(888)774-1419 Med'mm» PreileTile IReneath7de) E-lUW- Report OZ7687r3.O8A8 FIS3iAR8 ReVis;un 8: 20J32/7D77 Pages of 10.2 Independent lareeiPaddv: underlaymene f 'JTRINITY; ERD I I Medmm Profile Tile Weephole lOm. 2io- Eavcdo=. Dripedge r High Pronii e7ile I • I Exterior Research and Design, LLG CanJimteofAothm®tionA%03 6'" EDMON(2017) FBC NON.WNkEVAIUATON tCP Adhesives Polyseto AN360, (SW 774-1413 Evaluation Report OV69AM6 to FIb332AS Revision &10/141W Page6org 103 Interdependent TWo Paddy: Paddy(beavaenoles) (whenv�haegtirO4 I Battetasoptional 1 ° j Pa�(umierti[e) +� an lopetWe! /3�r % 4x4in. SibODPad J¢ underti SingteP3ddy ,J� an underlaynaeAt `r"2x4i°. 0 c .ra 2'M Fascia EaveC=m FIaVLow Pea fileTi)e 0 Naathmigh plastic cement (when repuired) Baderts r optional High Profilemo Mediur r lITYj ER© I Profilel ile Eave'Closare a EVaior Research and Design, LLC Calf=te OfAvoaorlma°n#9503 6'v WHiON(7D17) FBC NON•HVHZ EVALOA71ON Et2luatrdn RepoROb�.p;064$ ICPAdhesves P0kSW AH-160;iSM774-1419 FI2ft( $ Revision 8: 30/12/7D37 Page7of9 10.4 Two Piece Barrel lCao & Pan)File: 10S Hip and Ridee (Wdenendent nlacen Exb2f=Research and OeSign, llG mrorm ofavtlomeonv9903 m .f I �W. �oameLNA��4e1vQo[i[?POi�'•-.t.IPAli16D�q dem Wcama afne ntyy�bonjayy��p ' I EDDION(ZW) FR[NON 4VHZ EVALUATION ICPAdhesivesAolysetm AH-UV (RRB)774 U9 �/ TRIN.ITY' ERD Bra Wagon Report 0276&0&0648 FIM32-RR Revaion 8:10/,V=7 Pagesag r gp `! 6 9 I ■ EVALUATION REPORT East Coast Metals, Inc 2301 West 8 Lane Hialeah, FL33010 SCOPE: This Evaluation Report is issued construction materials in the State use of the product under the Flor herein have been evaluated for co DEsrnIPnON: East Coast Metals Ch LAxiamr: Labeling shall be in acco CONTINUED COMPtuwca: This Evalt Quality Assurance documentation Evaluation Report by the named c referenced Quality Assurance dot relative to updated Code requirerr ADvismsevimr: The Evaluation R advertising literature. If any portit lwecnoN: Upon request, a copy distributors and shall be available This Evaluation Report consists of Prepared by: Robert J.M. Nieminen, P.E. RoridoReg&rotlon No. M166, Rorida VCA ..cn,u'n NMON OF WDE➢ENDENIE 1. Trinityl ERD does not have, nor t distributing products it evaluates. 2- Trinity ERD is not owned, operatE 3_ Robert Nieminen, P.E. does not h which the evaluation reports are I 4. Robert Nieminen, P_E, does not h: Product. 5. This is a building code evaluation project on which this Evaluation I specifically for that purpose. M CMOR RESEARCH & DESIGN, LLC. 0rdfiaoteofAuthonw4lon 05W 3S3 CHRISTIAN STREET, UNIT#13 OXFORD, Cr 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report E10240.08.08-114 i FL5374-R4 Date of Issuance: 09/03/2009 Revision 4: 03/17/2015 order Rule 61G20-3 and the applicable rules and regulations governing the use of >f Florida. The documf ntation submitted has been reviewed by Robert Nieminen, P.E. for a Building Code and Florida Building Code, Residential Volume. The products described ipriance with the 5d E( ition (2014) Florida Building Code sections noted herein. nnet Metals ; I lance with the require the Accredited Quality assurance Agency noted herein. tion Report is valid uhtil such time as the named product(s) changes, the referenced hanger, or provisions )f the Code that relate to the product change. Acceptance of this ant constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the mentation changes. Trinity IERD. requires a complete review of this Evaluation Report nts with each Code CVtle. ort number precede of the Evaluation Rel this entire Evaluado inspection at the jot ges 1 through 7. It intend to acquire I by the wards "TrinitylERD Evaluated"'may be displayed in in is displayed, then it shall be done in its entirety. Report shall be provided to the user by the manufacturer or its ;ite at the request of the Building Official. llu sol.pyea,sig �=nnmam w come n.un�nm. a.E WWAIa3/tritol4 Thsaoesnotsavo®a,aemauulry�b�M aomnwR sa�a,�anffiemnMsmweum,mnm,rtmaaux Rodve,lDDru'y4avvrttemra�d fotic admit MT it acquire, a financial interest in any company manufacturing or or controlled by any codapany manufacturing ordistrlbuting products it evaluates, e nor will acquire, a fi411cial imgrest in any company manufacturing or distributing products for Ingissued. 1i I e, nor will acquire, a financial interest in any other entity involved in the approval process of the Neither TrinityI ERD no Robert Nieminen, P.E are, in any way, the Designer of Record for any sort, or previous verslo(fs thereof, is/was used for permitting or design guidance unless retained 0 ROOFING COMPONENT EVALUATION: 1. Scope: Product Category. Sub -Category. Compfiance Statement & with the following sections is subject to the Installation 2. STANDARDS: Section 15073.7 1518.8.1 1523.65.2.2 171L2-1 3. REFERENcEs: Entft ERD W6049) ERD 03176049) ERD (TS76049) FloridaTEC(TST393) PRI 0Sr5878) PRI(TST5878) PRI(rSr5878) FRI frsm 78) PRI(T5t587M) PRI(TS15878) PRI(TST5878) Florida Building Code Florida Building Code -HVHZ East Coast Metals An hit ecturalTesting (QUAt844) 4. PRODUCTDESCRIP iON: 41 Hip & Ridge Chan designed for use as are bonded in FRC i Hip & Ridge Charm 3/84nch)length by heights with SS-inc Ederiar Research and Design, Uf- CeMTf of Atidon mdan 49503 TRINITY! ERD Roofing .00fingAccessories t are an integral Part of the Roofing System st Metals Channel Metals, as produced by East Coast Metals, have demonstrated compliance Florida Balding Coda�I through testing in accordance with the following Standards. Compliance 'emends and Limltatipns/ Conditions of Use set forth herein. Property Installation, HVHZ TAS 101 TAS Mi TAS 101 TAS 101 TAS 101 TAS 201 TAS 101 TAS 101 Metal Quality Quarnyconuxil d Metal; Pre -formed hip and ridge base to v proved roof file adhest Metal is available in 1 5, 3, 3.5, 4, 5, 6 or 7-ini ({2/164nch) deck -flan, Standard year FRSA/IRI April 2012 (04-12) 2012 RAS 1A 119 & 220 1995 TAS 101 1995 SBCOSSTDU i 1997 Reference I Date 642MO 08.1 08/24/1013 E0M-SCbMJZ14-1 07J27/2015 ECM-S0679512.14-2 02/27PDZ SIDIRBR 10/27/2010 E0v1-001-02-01 09/21/2001 ECM,0R1-02-01 06/13)=8 ECM-00402-01 06/13/2009 ECM-005-02-01 06113fAW EON-OO -m 05/13/2W8 ECM-007-02-01 06/33120 B EC *008-02 1 i FRSA M Aprt 2012 (04.12) 0044�� RAS rib, 119 and 120 1995 Mill Certifications Various Participation Letter Etrp. 12/31/2018 channel roof tiles -3/8-inch (+ E3/8-inch) i Evaluation Report EM40A8A&R4 FL53744t4 Revision 4:03/17/2015 Page2of7 S. _rya designed for use a are bonded in FBC Channel Metal 1 perforated upper and allow for inter Trim lock Channi 3/9") length by 3, With 15imch (+1/ ,Metal.' Pre -formed hip and ridge base to 3proved roof the adhe characterized by its hrizontal flange desigi & with the overlying tR Metal is available in 7 5, 4, 5 or 6-Inch L+ 3/ inch) deck flanges. , al channel h roof tiles Trim Lock ofiled and to receive L+ Trim lock Plus Channel Metal: Pre- formed r{tetal channel designed for use ash hip and ridge base to w¢Ich roof tiles are bonded in FBC Approved roof tile adhes%. Trim lock Plus Channel IV is characterized by its profiled and Perforated upper Vrizontal Range designe I to receive and allow for Interlock with the overlying 'Ie adhesive, and its perforated Ee.eck flanges, designed ft r installation atop the roof uRderiayment via place lent in FBC Approved roof tild`adhesive, which flow& brough and Interlocks with the derlying adhesive 5 Trim Lack Plus Chamei Metal a available in/&Inch L+3/r) length by 3�35, 4, 5 or 64nch L311rich) heights with 154rich L+1/16-inch) deck -flanges. 4.4 East Coast Metals( D Galvanized Ste ➢ Galvalumester D Aluminum: Mi D Stainless Steel: LnvRTATto= 5.1 This is a building Record for any pro design guidance unl Exterior Research and Design, tr.G CeMT+Wte ofAu&xItvyoa NZW I ` e' TRINITYI ERD d of the following metals: ASTM A653 (G-90), min. 33 KSL ASTM A792, AZS5, min. 35 KSL B209, 3003-H14, min. 21 im. ,TM A240/A480, T304, min. 35 KSI. k Fe evaluation. Neither rinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of ,,ect on which this Evaluon Report or previous versiyas thereof, Ls/was used for permitting or Css retained specifically fyFthat purpose. I u Evaluation ReportELUM0e08-R4 F1.5374ak4 Revision4:03/17/2075 (� II Page301`7 ij I; II 11 52 FOR HYa121URt5DICn0KS' 5.2.1 For Hip & Ridge Channel Metal or Trim to Drawing 12, Detail 3; or RAS 120, Drawing instructions herein.1 5.2.2 For HVHZjurisdictioiys, installations of Hip 8 120, and the data ink abler 1Aand 1D is sup{ Installations of Trim: do Plus are limited to as determined in a4rrdance with RAS 127, r Refer to the tile adhesive manufacturer's pul ➢ "INDEPENDENT", paddy placement me foam paddy; tale head laps are not performance data below for "INDEPEr ultimate per"ance, D "INTERDEPENQErIT" paddy placement. and a second ;cam paddy bonds the t foam paddy. 41lowable performance' margin ofsafe[yapplied to ultimate pe ,/TRIIVITY►ERD I Channel Metal, refer to FRC RAS 118, Drawing 13, Detail 3; RAS 119, i, Detail 3. For Trim Inds Plus Channel Metal, refer to the installation dge Channel Metal and Trim lock are prescriptive by RAS JU, M and neinal to these prescriptive allowances. Ijects having a required mo}nent resistance (Mr) or uplift resistance (Fj, greaterthan the followingvalues ied installation instructions foradhesive paddy placement details : each individual tile is bonded to the Channel Metal in its own, single ended. This method is limited to 2-part file adhesives. Allowable hrr paddy placement already has a 2 to 1 margin of safety applied to ans each individual file is bonded to the Channel Metal in a foam paddy, head lap, or two tiles are bonded to the Channel Metal using a single 3 beloqw for'INTERDEPENDFNi paddy placement already has a 4 to 2 mantle � TABI N61rOA1tAN[Ef1MRAT10N5- tND4PENDENf•PAddy..' . gEg-�7i1: . .. 'k :fLro3wi>hoCs�A,LPariIDj,'% :`s,'.,•� ': FRp/Ridge Metal ? rilei ( AdhesivervMourable Pertomnrme.• Design MetaiType -fie Placement MomemRased upfd[Based Hip Ridge galvanized day or 3M"°(2-ComponemFoam Mr lft-Riq FRM Channel Metal_ concrete RoofTleAdhesive AH-160 independent 127 169 — .gahvankedmalvalurrieF ggor SAT-- ,Componrht Fnam �..--. .alumInumorstainlessateel concrete Roofbi a AdhesiveAH-160� Independent 1717=y...159��" Trim Lodc Plus gahanhed, Gahralume4, dayar 3NP"P-Componerrt Foam alumhnumorstalNesssteei concrete RooFtiie AdhesiveAH-160 Independent 177 165 TAotEiEgP.ouonwvu�CnaRAimia-HVHZ;INKnnFSETmtW.Pllom;pbc�JENN_:'•::;-:'.{..: ,'-- '.J;70. Or-5Ar><rvJiw6iurXbadrb):'%:•.: 4 k.: ::,-::. trip/Ridge Metal T0e i Adhesive AlbwablePerformance Design MetalType L j Type p Mometaawd uplift Based I M, Wild) IT pbi) Trim LockorTrim galvanized, Galvalume{, day or 3M"1�-ComponentFoam Lock Plus aluminumorstainiess#eel concrete ROOF Tile AdhesiveAH-160 Interdependent 95 88 Trim Lode gaMan'ued, Galralume6, dayor 3M"' a ofTnle Adhesive stainlesssteel 'r concrete RFA- Interdependent 99 94 Trim Lock aluminum E clay or 3M" Foam Roof Tile " conoete Adhestve RTA-1 Interdependent 90 84 Trim Lock Pius galvanrsed,Gahalumeb, day or 31'" am Roof Tile aluminum orstainless steel concrete Adhesive R7A-1 Interdependent 90 84 Trim Lock galvanized, Gahralume or dayor TILE ND-R fT1ie stainlesssteel concrete Adhesive Interdependent p 123 117 Tdm Lock ii aluminum k day or TILE ND"'Roofrile Interdependent Pe 79 concrete Adh 73 Tdm LodcPlus galvanized, Galvalume4, dayor TILE L{OND"' Roof Tile aluminum orstainlesss_ted concrete AdheAm Interdependent 79 73 Trim Lode galvanized, Gah,alume7or dayor Toud'nseal Stonnaond stainlesssteel } concrete RoafTile Adhesive Interdependent 146 139 Trim Lock Aluminum ' dayor ToucR'n Seat Stornuand conaete Roof%Adhesive Ikhla3dependent 58 54 Trim lode Plus Sah2naed•GahalumeV day or Toudyn Seal Stonn9and aluminum orstainless;teel concrete Roofjyle Adhesive Intede pendent 58 54 II Exterior Reseandl and Design, Luc C-Vk re ofAidmrrrador, 09593 is p 4. rf a �I r E is n Ij Evaluation Report E10740A8n8.RA I F15374-114 Revision 4.03117/2015 Page4of7 0 IM n 5.3 5.3.1 5.3.2 � 1 ( ITPJNffYIERD For Hip & Ridge Channel Metal or Trim LoA'Channel Metal, refer to FRSA/TRI April 2012 (D4-12). For Trim Lock Plus Channel Metal, reMrto the installation instnktions herein For non-HVHZ, instaalations are limited to p�l jear having hip and ridge design pressure requirements, determined in accordance with Tale 1A of FRSA/TRI April 2012 (04-12), not greater than the following Values. Refer to the tile adhesive manufachgrees published installatidn instructions for adhesive paddy placement demils. ➢ 'INDEPENDEPI:` I paddy placement means each individual the is bonded to the Channel Metal in ft own, single foam paddy, ule head laps are not boned. This method is limited to 2-part tile adhesives. This method is limited to 2-part tile dhesives. Allowable pe rmance data below for "INDEPENDENT' paddy placement already has a 2 to 1 margin o e fety applied to ultimat performance. t ➢ 'INTERDEPEN6ENT' paddy placement means each individual file is bonded to the Channel Metal in a foam paddy, and a second foam paddy bonds the ie head lap, or two tiles are bonded to the Channel Metal using a single foam paddy. knowable performance er'jtiata below for'INTERDEPENDENN paddy placement already has a 4 to 1 margin ofsafe y apDlied to ultimate oertorrnanr r TAetE7i11! PeftRtaARcelisum-no =-N • ' 1 &ENO rrrD.¢oOnFti(cmntxr.:. +`:', • • .. :..:.`..:. -42TDT opsmarrAUlFaOhaPWim =.. t... . •' . Hip/Ridge Metal TitI Adhesive ARmvable Uplift (Psf) Design Mezalfine Type Piaoemem Hip Channel Metal galvanized a dm/or'I 310"2-Component Foam Roof Independent I mno'etp Tile AdhesiveAH-M 169 Trim Lode galvanized, GaNalum s , aluminum or day or 3M' 2-Comporrent roam Roof stainlesssteel mnvete Tile Adhesive AH-160 Independent 173 Trim Lod; Plus galvanized, Galvalumen%, aluminum or or ompAH- Foam Roof stainlesssteel 1 ten THeAdh 7 fe Adh NeAH-160 Independent 178 TABLE2W PERFORIVIMCELIMBAM0 ' Nonz-HVHZ,ANtmotvtrapaurp�oorfi�laD!r[: _..;•:..2''•: f<P/Ridge Meta! e Tal I Adhesive::. Agmrable Uplift (Psi) prgrx Metal Type r'Iaoement Trim LodcorTrim galvaniuel, Galvalum�,, aluminum or day or 3M-2-Componeirt Foam Roof LodcPius stainlesssteel ImnCr* TReAdhesiveAH-16D Interdependent 98 Trim Lod: galvanized, Galvalume'P orsteinless 1 day or 3M' Foam Roof Tife Adhesive steel concrete RTA-1 Interdependent 110 Trim lick aluminum f6. day or 'If 3M" Foam Roof Tile Adhesive P mnaerb RTA-1 Interdependent 93 Tdm Lode Phu galvanized, Gahralumeb, aluminumm day or 3M" Foam Roof Tile Adhesive ' stainlesssteel mnaetel RTA-1 Interdependent 93 Tiim Lode ed, Gahalumefib orstainless steel steel EE mnao TILE BOND" Roof Tile Adhesive Imenlependem 152 Trim Lock aluminum 1 or ten II THE BOND" Roof7leAdfxgsive re Ixnerdependent 82 Trirn lock plus Ovanbed, Galvalumo, aluminum or day ory stainlesssteel a mnaete TILE BOND" R^oflleAdhesive Interdependent 82 Trim Lode galvanized, Galvalume� Orstaintess day or Touch'n Seal StnnnBond Roof steel J =cretc TI eAdhesnre Interdependent 148 Trim Lode Aluminum day or Touch In Seal StomxBond Roof ti mnvete Tile Adhesive61 Interdependent Trim Lode plus galvanzed, Galvalum ff,aluminumor �_ dayor i ToYch'n Seal Stomof ieond Ro sbiniemsteel mnvetq`, The Adhesive Interdependent 61 L li I� Exterior Research and Design, Urlit I{ CaoTizateojAvdmruorion#95da ii N i. I� Evaluation Report Eliam tiLoRal4 F15374R4 Revision 4:03/17/201S Pages of 7 6, Itvsrauanoiv: 6.1 The roof deck sha accordance with F 6.2 Hip & Ridge Chan head diameter ge positioned %-inch FBC RAS 118, Drav 6.S Trim Lock Plus Cht adhesive and Yew of PolysetA 6.3.1 it is critical that i disturbed prior to 6.3.2 Approved undedi bdedorResearch and Design, U.C. rertjxore aJAurhantapen B9R9 e minimum 15/32-inch Chapter 23 to the se. is Metal and Trim Lock nixed annular ring shay in the outside edge ofi 113, Detail 3; RAS 219, el Metal shall be installe red beneath each lz 1, 60 Placement for Trin bond between the T during placement of t cents are the codified adhesive. i QOTPRJNITYIERD llwood (non-HVHZ) or minimum 1W824nch plywood (HVHZ) attached in ction of the AW. annel Metal Shall be installed using min. 11 ga. x I% -inch long x 3/84nch k nails spared 64nch o.c. along both deck -flanges. Fasteners shall be ach deck -flange, set in a bed plastic roof cement. For FBC HVHZ, refer to raWing 12, detail 3; or RAS 120, Drawing 15, Detail 3. i atop the Approved roof undedayment in continuous 24nch wide ribbons -h wide deck flange. Place the Trim Lock Plus Channel Metal Into the wet ck Plus Channel Metal Installation Lock Pius Channel Metal, the file adhesive and the undedayment is not system or other FBC Approved roof underlayments listing approved Evaluation Report E10240.119.= G FL53 &PA Revisi0n4.03j17/=5 Page6of7 6.4 Tile shall be installea atop the Channel Met Installation instructions, subject to the limit pointed with Approved mortar or weather 118, RAS M, RAS 180 requirements. View of Trim lack Plus Channel Metal instal 6.4.1 Channel Metal shall 6e free of dust, debris, c 7. BUILDING PERMIT REQU As required by the Building Ofp'dal or Authority Having I S. MANUFACTURING PLANTS: E Contact the named OA entityk manufacturing fadliti 9. QUAUtYASSURANCE ENT . Architectural Testing, Inc. — Q161844: (717) 764-7700 - END OI FAerior Research and Design, 1LC- C-VT reofAudWnwfion99= 4\--J TPJN1 Y1ER© accordance with the tile adhesive manufacturer's Approved, published is outlined in Section 5 herein. The exposed edges shall be packed and king adhesive In accordance with FRSAIM April 2012 (04-12) or RAS Mp / Ridge Tile Tile Adhesive Trim Lock Plus Mortar or Weather 131ock Adhesive Tile Adhesive ion alter weather Blocked or other bond -breaking substance prior to plaamentof adhesive. Irisdiction in orderto prope4 evaluate the instalation of this product covered by FAC. Rule 61G20-3 QA requirements. Evaluation R¢portEioZ40.08 -R4 RS374a14 Revision 4:031171201S Page 7 of n