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SLC 1912-0287 revision
OFFICE USE ONLY; [BATF. FILED: REVISION FEE: RECEI I' -I' # PLANNING 8& DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34992-5652 (772)462-1553 APPL CATION FOR SUILDIN# G PERMIT REVISIONS PROJECT INFORMATION LOC ATION/SITE ADDRESS- C+ 7 A1Ay n L dam. C `fie. ) cl 1l c— DETAILED DESCRIPTION OF PROJECT REVISIONS: .) n A r- ty- w ,amu 4- , 6 Jr 1 CONTRACTOR 1NFOR-NATION: STATE of FL REEG./CER'l'. #: CCLI BUSINFS NAME: A QTTA1JFIF.RS NANIT- n. tc-s .C., -t— ADDRESS: ,j) 'l, �-e r ,S i CITY: _ °� ,�� (' �-- STATE,FL- PHONE (DAYTIME)- `7s 2- �t%7-ZM9 O'IVIv'NERIBUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME: STATE: ARCHITECT/ENGINEER INFORMATION - NAME: ADDRESS: PHONE (DAYTIME). S1,CCC. 9,"23109 Revised 0613 11 % STATE.: sT. LUC.IE CO CERT. #: FAX: FAX: FAX: 1P: .IP: ZIP: IV1:1t11V1 Florida Building C oar Onlint Business aProfessionala ll, loll BQ:S Howie 1 Leo in I UW Rfti$t'K 1 I H6LTopit3 6 s.hmILSur¢ia W $tab: $ 1atL5 PIA11CAWrtt C.CRtact 415 ®C'4 Site Mar Links S9arrh Product Approval dbpr QOusmFumicuwr rpL�L�{� Amrawal Fi-0 nU � PLQaW" iir liLYn9iCdiltll°1 Seagh } Application Limt Search Criiuirla Code Version 2017 FL# 161048 Applireat on Type ALL Product Msnutacturer ALL Categtary ALL Subcateg ry ALL Application Status ALL Compliance Method A4( - Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use In HV"Z ALL Approved for use a+utslde HVHZ ALL Impact Resistant ALL design Pre_5sure ALL Crther ALL search Results - Applicotions T : 14"fatturar 4alidated y t5_ atu$ Y-rFL16[Q4®-R m -Y Re Tri -Built Matertal5 Group, LLIC John W. Knezevichr P� Approved H' lsioerr Category- R00firig (954) 777-6774 Subcategory: Undedayments -Apprrrred by bIAPR. ilpprwWz M CSt-9d shall be re v� d dud stirred try Lhe PDC and/tr the Commission Iraeeessary. ennrarr rra gZ1 Bilk Z20 ag1g. Tallahassee FL 32399Fhtyne: 859-A87-1824 The. State ar F1Llrlda I5 an AAtEE6 empiuyer. fd=vrlaht 2907-2D13 State ur Florida, : ; PrIva[v 5t~ant :: a¢e»bluh^ Sratfln-act :: Retund Statemsnk tlndv rionda law, emall a"wgagw are {jjWn rwxrds- It ypte dv not want y94r e•moll adims5 rardeased In response to a putfic-rc D—ds rcqumA, da albt Sear) eleto-writ mail to this entity. InsWaq. Wntma tha off" py phare a by bmdshonel mad.. If ygr4 have any rterrstacros, please Cfx9ter* 059-407.1345. `Pursuau to Sin A55.275(1.}. Flaride Stmttutei, efferdve fl»ber 1, 3012, I�nsee Iiteresed arnder OuWtm 455, F.S. must pFnvide the De0aatme5t with arm emad address it 5hev have arse- The ernalls Wavided may be used: ror afrwiall mmmuni'eaLim with the licensee. Hoaerer ermil addresses aie public record, It y9u do riot wistl to sWpiy a petwrial adores5,pease p w&e Me Department faith an entail address which can taumade available to the public. To Gret9'mine It YOU are a Ilcer-see under 01apter ate, F.5^, ,plWW c1lck n2rg, Mduet:Approwal AcDwnss; ® ® Fa Credit Card safe li�tlr:r�'��+;�-.ficlri�huEldimg-aargifPrfi�-�f'P�at.�sp�[ 1�`1 TRINITY E D EVALUATION REPORT TRI-RUILT Materials Group, LLC PO Box 70 Rutherford, N9 07070 (800)516-1485 EXTERIOR RESEARCH & DESIGN, LLC. Certificur e of Ati thorizatian #95,03 353 CHRISTIAN STIREET, UNIT #13 OXFORD, CT 06478 (203) 762-6245 Evaluation Report A4,2960.10.12 -R6 FL15448-R6 Date of Issuance: 14/25/2012 Revision 6: 09/25}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 Cotte and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition J2017j Florida Building Code sections noted herein. DESCRIPTION: TRI -BUILT Roof UnderlaymerAs LAIIEUI14(i: Labeling shall be in accordance with the requirements the Accredited Duality Assurance Agency mated herein. CONTINUED COMPUANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Duality Assurance documentation changes, or prov1sions 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 rhanges. Trinity IERL requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. AvvERTUMENT: The Evaluation Report number preceded by the words "Trinity] ERR 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 I.M. Nierninen, P.E. ,clofida Rergrstrartravi No. 59166, Floriido DCA AN€,1383 Tho farsfn.& sealappeariTc was a IHW4*d 4Rahan Nkl leen, p_F. on DytLW$017, 714, c#e�) rot smr as an 2ioctrarfluAq slpnM daoumenr. CERUIFIrATWN OF INCEPENKNUI I_ Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing pn>duCtS it evaluates_ 2. TrinityI ERCP is not owned, operated or rcotrolled 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, R.E. does not have, nor will acquire, a 'financial interest in any rather entity involved in the approval process of the product, 5. This is a bullding code evaluation. Neither Trinity I ERCI rater Robert Nlernlnen, P.E. are, In any way, the G'asigner of Record for any project an which this Evaluation Report, or previous versl€ons thereof, is/was used for permitting or design guidance unless retained 5pecificaIlly for that purpose_ TRINITY IT Y ERD ROOFING COMPONENT EVALUATION . 1. SCOPE: Product Category: Roofing, Sub -Category: Underlayment Compliance Statement: TRI -BUILT Roof tinderlayments, as produced by TRI -BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 60 Edition (2017) Florida Building Code through testing, in accOTdanee with the following Standards. Compliance is subject to the Installation Requirements and Lirnitations / Con dlti+ans of Use set forth herein. 2. STANDARDS: Section 1504.3.1 1504.3.1 1504,6 1507.2,4 / 1507.1.1, 1507.2.'9.1 150703,3 3, REFERENCES: Entity ERD(TST6049) E RD ;T5TC3049 ) ERD(T5T5049) E RD (TST6049) ERD (TST6049) ERC? (TST6049) ERE) (TST6049) ERI} (TST6049) ERCI (TST6049) ERC- (TST6049) E RD (TST6049) ERD(TST6049) ERU(TST6049) UL, LLC. (C?UA9625) UL, LLC, (QUA96Z51 Property Wired Resistance Wind Uplift Accelerated Weathering Physical Properties Physical Prpperties. Examination Physical Properties Physical Properties Physical Properti!s Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Propertles Physical Properties Accelerated Weathering Wrid Resistance Quallty Control QualltyControl Standard Year FM 4474 2011 UL 1897 2012 ASTM G155 2005 ASTM D1970 2015 FR.5A./T'RI April 2012" 104.12) 2012 Refemince %O.S40.02,13-1 S4054D.11.13 S4054R,03.14 5448741,04.14-2 544870,04.14-3 544870,04.14-1 S44SM.04.14-4 543530, 02.14-1-R 1 54 3530.05.14 540540.10.14 SC7645.02,15 SCE520_04.15 5014045,05,17-R1 Mvitiple-Listing 816814 Servitrs Confirmation Date 02119/2013 11/19/211}13 03/26/2014 04/02/2014 04/02/2014 04/10/2014 04/ 10/20,14 05/1412014 0128/2014 5013112014 02/13/2015 05127/2015 06/07/2017 12110/201S E)cp-07118/2020 4. PRODUCT DESCRIP11ONi; 4.1 Tri -Built Sand -R 4.A Shingle Underlayment is a self -adhering, glass -coat reinforced, sand -surfaced, SBS modified bitumen roof underlayment, with a 36 -inch sheet width; meets A$7M D1970. 4.2 Tri -Built 5/'A FIT TU Underlayment is a self -adhering,, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970 and FRSA/TRl April 2012, 4.3 Tri-Buift Smooth HT S/A Underlayment Is a self -adhering, glass -mat reinforced, film -surfaced, 58S modified bitumen roof underlayment; rneets ASTM 131970. S. UMlTAT40N5: 5.1 This is a building code evaluation_ Neither TrinityJER.D nor Robert N erninen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose, 5-2 This evaluation Deport is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is nit part of this Evaluation Report, refer to current Approved Roofing Materials Directory for fire ratings of this product. Ealterlar Research and Design, LLC, Eualuatksn Report A413960,10.12,1116 Cerrftate ofArrdrorization #9503 6'" EaMON [2017) FRC NON-HVHZ EVALUATION FL15049-R6 TRI -BUILT Roof Underlayrments; Isco} 51rk-1485 11ievrslan tD_ 09125/2017 Page 2r)f6 T I IT 1ERD 5.4 TRI -BUILT Aloof Underiaytnents may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OP'TICNS Asphalt Urada�rlaymremt I Nail nTile Foam -on Tile Metal WoodS�hakes Slate Shingles & Shingles Yes - Yes Tri -Suitt Sand -R 5A Shingle Yes No No NO Underla rnent Trl-B blit 5/A HTTU Yes Yes Yeas Yes yes Yes Underlayment See 5.5.1 No No Yes Yes. Yes r rgullt SrnoDth HT VA Yes Underlayrneat 5.$.1 'Foam -On Tile" is limited to use of the fallowing Approved the adhesives / underlayment combinations.. TABLE JA: ALLOWA13LE TILE ADHESIVE/ UNdEM AYMIENT COMRINAT1ON51 Adhesive Florida Product Approval 4lnderlayments ICP Adhesives Pplyset° AH -160 FL6332 Tri -Built S/A HTTU Underla%,meis Dow TileMnd� FL22525 Tri -Built S/A HT TU Unclerlayment 5.6 Allowable Substrates; 5,6.1 Direct -Band to Daerk: Tri -Built Sand -R SA Sh-Ingle Underlayment, Tri -Built SIA HT TU Underl&yrnent or Tri-Buillt Smooth HT S%A Underlaymerit applied to, Plywood; ASTM D41 primed plywood; OSB; ASTM D41 printed USB; Southern Mellow' Pine; ASTM 041 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. Nate: TRI -BUILT Materially Group, LLC requires tongue -and -groove board: decking be covered with plywood or CCSB prior to Installation of the self -aid hering 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 SIA Underlayment applied to: iM Dens Deck Prime; SECUROCK Gypsum -Fiber hoof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manuficturer's Product Approval- For installations under foam -cin the systems (TO -Built $/A HT TU Underlayment only), insulation attachment shall be designed by a qualifled design professional and installed based on testing of the insulation/underlaynrlent systema in accordance with FM 4474, ,Appendix 0 or TAS 114,. Appendix J. I Refer to Tile Monufracturer"s or Adhesive Muriufacturer's Florida Product Approval fnr Overtuming Moment Resistance Performonce, Exterior Research and Design, LLC, Evaluation Raport A4Z950.113.12-R6 Cid of IIIvV10r'i#rxt�M #Ysa3 b "Er}Ir401F i241d l FBC NON- EVriLUATION FL16048-R6 TRI•BUILTR"f Uoderlaymerts, (300) 516.1485 Rew4Wn6:09125}2017 PaRe 3 of 6 5.6.3 Bond to Mechanically Attached Base Layer: Tri -Built Sate -R. SA Shingle Underlayment, Tri-Stjilt S/A FIT 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. Far installations under foam -on tele systems (Tri-guitt S/A HT TU Underlayment only), base layer shall be attached per minimum requirements of FRSAfTRI .April 2012104- 12�.. 5.6-4 Wind Resistance f r Underly nnentyg ems in Foam -On ULAgplications. FRSAJTRI .April 2012 (04-12) does not address wind uplift resistance of ,all underlayment systems beneath foam -on the systems, where the underlayment forms part of the load -path, The following wind uplift limitations apply to direct -deck underlayment systemsthat are not addressed in FRSA/TRt April 2012 (04-12) and are used In foam -on the applications. Maximum [resign 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 1504.5 has already been applied). Refer to, FR,SA/TRI April 2012 (04-12), Appendix R, Table 1A, or F13C 1604 for determination of design wind pressures. #1 Maximum DesiRn_Pressure =-45.0 psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer- (Optional) A5TM D41 or RESISTD EXTERIOR PRIMER Underlayment: Tri -Built S/A HT TU Underlayment, self -adhered. #2 Maximum Design Pressure = -67.5 nsf: Deck:: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastoc€ l G00c Underlayment: Tri-Bulllt S/1k HT TU Underfayment, self -adhered. #3 Maximum Deshm Pressure m -150.0 P -. Deck: Min. 15/32 -inch APA -rated BCX plywood (may be Installed C -side up) to meet project req ulremenU to satisfaction of Authority Having Jurisdiction}. Dec* Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. ,All sheathing fasteners stall be driven flush with the surface. All sharp splinters and wood projectionsshall be rertnoved/sanded. Primer: (Opti on a 1) RES ISTO E}ITER10R PRIMER Underlayrnent: Tri -Built S/A HT TU Underlayment, self -adhered, shall be thoroughly rail using hand rolto,r and/or weighted roller to ensure there are no voids, and ensure there are no voids/bridging at side and end -laps. #4 Maximum Desitin Pressure = -60.0 psi Deck: Iletin. 19/32 -inch plywood to meet prajeet requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Soprema Sopr" or Modified Supra -C mechanically attached with nails (FBC 1517-5.1) and tin caps (FBC 1517,5.2) spaced 6 -inch ox. at the 4 -inch Laps and 6 -inch U.C. in three, equally spaced vows in the center of the sheet. Underlayment: Tri-BuiltSjA 1T TUUnderlaytnent,self-adhered. EMterior Research and Design.. LLC- Evaluation Report A42%0_20.12 -R6 Certifrcate of Authorirotion#9503 6'" EDITION X20171 FRC NON-HVH2FVALUATION FL164138-R6 W -BUILT Rgpf Linilerlayments; JSW) 516-1408 N&VISIOn 6! 45)f2512II17 Page 4 of 6 TRINI-ry ESD 5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that r-eqluired under FRSA/TRI April 2012 (0412), Appendix A, Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in acoirdanre with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design prc-essional to resist the elevated pressure cfiteria. (Commonly used methods are AALSI/SPRI II1J'D1, I'M Loss Prevention Data Sheet 1-29 and Rooting. 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 Umitativn5: Tri-guilt Sand-11 SA Shingle Underlayment or Tri-N wilt Smooth HT S/A Un€Cert.ayment shall not be left exposed for longer than 30-days after installation Tri-Built $/A HT TU Unaderlayment shall not be left exposed for longer than 1$0-days after installation. 51$ Tile SlIppAge Urnitatio TAS 103 Per FRS t A ril 2012 04-12 When loading roof tiles on the underlayment in direct-deck the assemblies, the maximum roof slope shall be as follows. These slope limitations can only Ibe exceeded by using battens during loading of the roof tile,,. TABLE 2: TILE SLIPPAGE UMITATtEINS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment Tri - Built 5/a HT TU ,i n d erlayment Exterw Reseamh and design, LLC. CertiricaleofAuthorLrafh a#9503 Tile Profile Staging Method Flat Max. IC4ile stark _ Aged Max. 10 -tile stack Mau. IG -tile stack (bottom 2•tlle stack sha I I be i rivertcA, fol lowed by a tile$ high on slope, as shown htlow) LtigReJ Maximum _ Slope _ b:L2 6;12 Evaluation Report A42960.10.12 -RE 6T" EDITION S2017) FRC NON-HVFI,Z FVALLJATION FL16048-R5 TRI -BUILT hoof Underlayments, IBM) 516-1495 Revision 6; 04/25/2017 Page 5 of 6 TTINITY ARD 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 prima the substrate (if applicable). 6.3 Tr1-Built Sand -R SA SbI91 a Underlawment Tri -Bunk EIAs HT TU €lnderla mens or Tri -Built Smooth HTS A Underly 6.3.1 Shall be installed in compliance with the requirements for ASTIVI D1970 underlayment it FBC Table 1507.1.1 for the type of prepared m 0 Eovering to be installed - 6.31 Nan -Tile applicatiQns- While priming is aptfonal, TRI -BUILT Materials Group, LLC recommends priming the deck if the find roof cover is not slated for instaIIation within 241 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 hared -press the membrane into place to achieve a band. 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 Materlals 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 Aoalications (Tri -Built 5fA_HT TU Underlavment only): Reference is made to FRSA/TRI April 2012 (D4-12) Installation Mar:ual and Table 1 herein, using, the instructions noted above as a guideline. For foam -on the applications, reference Is made to Section 5.6A 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 the staging, 7. BUILDING ;PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANUFACTURING PLANTS: Gulfport, MS 9. QUALITY AlssuRA VICE ENTITY; UL, LLC --QUA9625, (314) 578-3 , k.chanceIIur@us.u1,com - END OF EVALUATION REPORT - Eicterior Research and Design, LLC. Ewaluatlon Report 442460,10AZ-116 CenifiCate of AuTkOzation #9583 EDITION (2017) FBc NQN-HVHZ EVALUATION FLl60.18-RE TRI-BU;LT Roof Underlayments; (OD0] 516-1485 Revision 6= 09 j2S/2017 Page 6 of 6 Florida Building Code Online 10/5/18, 11:53 AM x 5 � '� r a� i if N &F}itiCt�uJt�tk E1'+f&Ffb�itt3fL'�WWI iE, F iiW Product Approval r 4 USER: Public User Product Approval Menu > Product or APPllcation Search > Aoofication Lisp > Application Detail FL # FL7473-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer EAGLE ROOFING PRODUCTS FLORIDA LLC Address/Phone/Email 1575 East CR 470 Sumterville, FL 33858 (800) 400-3245 an nettes@eag le roof ing.com Authorized Signature Annette Sinclair annettes@eagle roof ing.com Technical Representative Tyler Allwood Address/Phone/Email 1575 East Country Road 470 Sumterville, FL 33585 (941) 302-7826 tylera@eagleroofing.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Tiles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity Architectural Testing, Inc., an Intertek Company Quality Assurance Contract Expiration Date 12/31/2020 Validated By John W. Knezevich, PE a Validation Checklist - Hardcopy Received Certificate of Independence F 747_RRB_COII__201_7__01_C2_Nieminen,pO Referenced Standard and Year (of Standard) Standard Year ASTM C1492 2009 FRSA/TRI April 2012 2012 https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=WGEVXQwtDgt8Bwwt9vllPtVBTji%2f7gT7a%2fuMUFZfllM%a3d Page 1 of 2 Florida Building Code Online C SSTD 11 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/16/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 SummanLaf-Products 10/5/18,11:53 AM 1997 FL # Model, Number or Name Description 7473.1 Eagle Roof Tiles Low (flat), medium and high profile concrete roof tiles Li ' se Installation Instructions pproved for use in HVHZ: No FL74 _,_R�_.,.U.._217._.1�._..FINAL_--ER.....EAGL N - Approved for use outside HVHZ: Yes HVHZ.....FL7473-R8.pf Verified By: Robert]. M. Nieminen PE - 59166 Impact Resistant: N/A Design Pressure: N/A Created by Independent Third Party: Yes Other: See Section 5 of Evaluation Report for Limits of Use. Evaluation Reports Tile roofs are analyzed for wind resistance through FL7473_R8_A_E_2017 ID—FINAL _ER_EA LE—NON- HVHZ_FL7473-RB.pdf overturning moment. Refer to FRSA/TRI 07320 for overturning moment limitations of mechanically attached tile systems and Created by Independent Third Party: Yes the tile adhesive manufacturers' Product Approvals for adhesive set tile systems. Back Next 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 Statement 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 send electronic 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 to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have 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 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 1Le1.e_• Product Approval Accepts: MIUMHE Credit Card Safe VIII II https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgt8Bwwt9vllPtVBTji%2f7gT7a%2fuMUFZfllM%3d Page 2 of 2 TRINITY' ERD FVAI NATION REPORT Eagle Roofing Products Florida LLC - 1575 East Country Road 470 Sumterville, FL 33585 (800)400-3245 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203)262-9245 Evaluation Report E13ZZ.o9.ub-Kb FL7473-R8 Date of Issuance: 02/24/2009 Revision 5: 10/16/2017 SCOPE: This Evaluation Report is issued under Rule 611320-3 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 6th Edition (2017) Florida Building Code (NON-HVHZ) sections noted herein. DESCRIPTION: Eagle Roof Tiles 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. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Evaluated by Robert Nieminen, P.E." 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 5. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, '•'�' To- � P.E. on 10/16/2017. This does not serve as an electronically signed S :.:,... • •� .0 document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD 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 manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD 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. TRI%11TY I ER© ROOFING SYSTEM EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Roofing Tiles Compliance Statement: Eagle Roof Tiles, as produced by Eagle Roofing Products Florida LLC, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code (NON-HVHZ) 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 1507.3.5, R905.3.5 1507.3.7, R905.3.7 1504.2.1.1 3. REFERENCES: Enti ATL(TST 3782) ATL(TST 3782) Tile Roof Institute ATI (QUA 1844) Property Physical Properties Attachment Requirements Overturning Moment Examination ASTM C1492 ASTM C1492 — Freeze/thaw SSTD 11 Quality Assurance Standard Year ASTM C1492 2003(2009) FRSA/TRI April 2012 (04-12) 2012 SSTD 11 1997 Reference Date RT0310.01-17, 02-17, 03-17 03/15/2017 RT0706.01-17, 02-17, 03-17 09/25/2017 Membership Letter 11/29/2005 Inspection Report 06/07/2017 4 UCT DESCRIPTION: 4.1 4STM Ci4Q2, Type [it (11LOW prt>file} i EL AV12 Is Exterior Research and Design, I.I.C. 0' EDITION (2017) FBC NON-HVHZ EVALUATION Evaluation Report E1322.09.06 -RS Certificate of Authorization #9503 Eagle Roofing Products Florida LLC.; (800) 400-3245 FL7473-R8 Revision 5:10/16/2017 Page 2 of 5 4.2 4.3 eTRINITYIERD ASTM C1492, Type 11 (Medium Profile): MALIBU NAIL "OLE 5. 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 FBC HVHZ jurisdictions. 5.3 Fire classification is not part of this evaluation; refer to FBC 1505.2, Exception 2 (for non-combustible deck) or listing by an approved testing agency for fire rating of this product. 5.4 Underlayment shall be that which holds Florida Product Approval for use with tile roofing systems. The underlayment Product Approval shall specify allowable method(s) of tile installation (mechanical attachment, mortar -set and/or adhesive -set) for use with the specific underlayment. For mortar -set or adhesive -set tile roofing applications, the underlayment Product Approval shall specify attachment methods for the underlayment system to resist wind uplift design loads in accordance with Table 1A of FRSA/TRI April 2012 (04-12). 5.5 "Color -Bonded" or "Slurry -Coated" files are limited to use on projects in areas subjected to weathering indices of 50 or less (negligible weathering), as outlined in Figure 1 of ASTM C1492-03(2009), reproduced below for reference. This limitation does not apply to the "Color -Through" product offering. so 50 50 WEATHERING REGIONS .:. . NEGLIG181.E WEATHERING MODERATE WEATHERING Gfr-a SEVERE WEATHERING 5.6 All products in the roof assembly shall have quality assurance audit in accordance with FAC Rule 611320-3. Exterior Research and Design, U.C. 6M EDITION (2017) FBC NON-HVHZ EVALUATION Evaluation Report E1322.09.06 -RS certlflcate of Authorization #9503 Eagle Roofing Products Florida LLC.; (800) 400-3245 FL7473-R8 Revision 5:10/16/2017 Page 3 of 5 TRINITY ERD 6. INSTALLATION: 6.1 Eagle Roof Tiles may be mechanically fastened, mortar -set or adhesive -set. Installation shall comply with manufacturer's current published instructions, but not less than the requirements of FBC 1507.3 and the FRSA/TRI Florida High Wind Concrete and Clay Tile Installation Manual. 6.2 Underlayment shall be installed in accordance with FRSA/TRI April 2012 (04-12) or the underlayment manufacturer's current Product Approval. For mortar -set or adhesive -set the roofing applications, the underlayment current Product Approval shall specify attachment methods for the underlayment system to resist wind uplift design loads in accordance with Table 1A of FRSA/TRI April 2012 (04-12). 6.3 Tile Attachment: 6.3.1 Mechanically Attached Tile: Wind load resistance shall be in accordance with Table 3 of FRSA/TRI April 2012 (04-12) to resist the Uplift Moment determined in Table 2A or 2B of FRSA/TRI April 2012 (04-12) or FBC 1609.5.3. 6.3.2 Mortar -Set Tile: Wind load resistance shall be in accordance with Table 2A or 2B of FRSA/TRI April 2012 (04-12) or FBC 1609.5.3 in conjunction with the mortar manufacturer's Product Approval. 6.3.3 Adhesive -Set Tile: Wind load resistance shall be in accordance with Table 2A or 2B of FRSA/TRI April 2012 (04-12) or FBC 1609.5.3 in conjunction with the adhesive manufacturer's current Product Approval. Refer to the current „ori, of rho rPfPrPnrari Finrida Product ADDroval for paddy -placement details and performance data. a4 6.3.4 Hip and Ridge Tile: Tile shall be installed in accordance with FRSA/TRI April 2012 (04-12). For hip and ridge tile installations atop hip and ridge metal, refer to the hip and ridge metal manufacturer's current Product Approval (e.g., FL5374) or test report in accordance with SSTD 11 for allowable loads to resist those determined in accordance with Table 1A of FRSA/TRI April 2012 (04-12). Exterior Research and Design, U.C. 6"EDITION (2017) FBC NON-HVH2 EVALUATION Evaluation Report E1322.09.06 -R5 Certificate of Authorization #9503 Eagle Roofing Products Florida LLC.; (800) 400-3245 FL7473-118 Revision 5:10/16/2017 Page 4 of 5 ,"J TRINITY 3 ERD 7. LABELING: 7.1 Each unit shall bear the imprint or identifiable marking of the manufacturer's name or logo. Tile lots shall be labeled in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. �1 EAiGLES�" FLORIDA EAGLE FL (LOC'ATED ON 1,,NDERSIDE OF TILE) (LOCATED ON FRONTSIDE OF TILE) 7.2 Tile not tested for freeze -thaw shall state clearly that the lot has not been tested for freeze -thaw acceptance on all lot tags or certification. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Sumterville, FL 10. QUALITY ASSURANCE ENTITY: Architectural Testing, Inc. — QUA1844; (717) 764-7700 - END OF EVALUATION REPORT - ASTM 01492-03, Standard Specification for Concrete Roof Tile, © ASTM International Exterior Research and Design, LLC. 0' EDITION (2017) FBC NON-HVHZ EVALUATION Evaluation Report E1322.09.06 -R5 Certificate of Authorization #9503 Eagle Roofing Products Florida LLC.; (800) 400-3245 FL7473-RB Revision 5: 10/16/2017 Page 5 of 5 Florida Building Code Online 10/5/18, 10:21 AM �{ Ca Product Approval USER: Public user ^,i k 3' r Product An�roval Menu > Product or Alzplication Search > AggIL4; List > Application 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 FL5374-R5 Affirmation 2017 Approved East Coast Metals, Inc. 2301 West 8 Lane Hialeah, FL 33010 (305)885-9991 acastellanos@eastcoast-metals.com Tom Castellanos acastellanos@eastcoast-metals.com Tom Castellanos 2301 West 8 Lane Hialeah, FL 33010 (305)885-9991 tcastellanos@eastcoast-metals.com Howard Callender Jr 2301 West 8 Lane Hialeah, FL 33010 (305)885-9991 hcallender@eastcoast-metals.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert Nieminen PE -59166 Architectural Testing, Inc., an Intertek Company 12/31/2020 John W. Knezevich, PE Validation Checklist - Hardcopy Received FL5 74_R5_COI_2015 01._COI_Nieminen.p- https://www.floridabuilding.org/pr/pr_app-dtl.aspx?param=wGEVXQwtDgtVSv8n70DFXfTAzV6GMEbUQple6y8w7vk%3d Page 1 of 3 Florida Building Code Online Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Documentation from approved Evaluation or Validation Entity Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # Model, Number or Name 5374.1 East Coast Metals Channel Metals 10/5/18, 10:21 AM Standard Year FRSA/TRY April 2012 (04-12) 2012 RAS 118 1995 RAS 119 1995 RAS 120 1995 SBCCI SSTD 11 1997 TAS 101 1995 1� I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Yes No ' N/A FL5374.....U.....COC_..2017....22....AFFIRMATION.....ECM....FFL5374.tthh E i i n(2017)_pL Method 1 Option D 09/06/2017 09/06/2017 09/10/2017 tits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/ -178 other: 1.) Refer to Evaluation Report Sections 5.2 and 5.3 for Limits of Use in HVHZ and non-HVHZ jurisdictions, respectively. 2.) The design pressure herein pertains to use in non-HVHZ jurisdictions in conjunction with Table 1A of FRSA/TRI April 2012 (04-12). Refer to Tables 2A and 2B in the Evaluation Report for all options and associated allowable design pressures. Description Preformed metal channels designed for use as a hip & ridge base to which roof tiles are bonded. Installation Instructions FL5374_R5II_2015_03_FINAL_ER_ECM Trim Lock_F 5L 374- R4.pdf Verified By: Robert Nieminen PE -59166 Created by Independent Third Party: Yes Evaluation Reports FL5 7_R5,_AE__2015__U_._FINAL_ER_._.ECM Trim Lock FL5374- R4, Rdf- Created by Independent Third Party: Yes I:Tark Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cg2yri ht 2007-2013 State of Florida m :: Privacy Statement :: Accessibility Stateent :: Refund Statement 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 send electronic 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 to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have 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 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 Accepts: https;//www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtVSv8n70DFXfTAzV6GMEbUQple6Y8w7vk%3d Page 2 of 3 ERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization 119503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 East Coast Metals, Inc. Evaluation Report E10240.08.08 -R4 2301 West 8 Lane FL5374-R4 Hialeah, FL 33010 Date of Issuance: 09/03/2008 Revision 4:03/17/2015 SCOPE: This Evaluation Report is issued under Rule 611320-3 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 511h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: East Coast Metals Channel Metals 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. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD 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 7. Prepared by: _ sutnrrp. ' STA Robert J.M. Nieminen, P.E.'�'U Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 03/17/2015. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinityJERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity 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 being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither TrinitylERD 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. TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Roofing Accessories that are an Integral Part of the Roofing System Compliance Statement: East Coast Metals Channel Metals, as produced by East Coast Metals, 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 1507.3.7 Installation, non-HVHZ FRSA/TRI April 2012 (04-12) 2012 1518.8.1 Installation, HVHZ RAS 118, 119 & 120 1995 1523.6.5.2.2 Static Uplift Resistance TAS 101 1995 1711.2.1 Static Uplift Resistance SBCCI SSTD 11 1997 3. REFERENCES: Kniipt Examination Reference Date ERD (TST6049) Static Uplift Resistance E42730.08.13 08/23/2013 ERD (TST6049) Static Uplift Resistance ECM-SC6795.12.14-1 02/27/2015 ERD (TST6049) Static Uplift Resistance ECM-SC6795.12.14-2 02/27/2015 Florida TEC(TST7393) TAS 101 S10 -628R 10/27/2010 PRI (TST5878) TAS 101 ECM -001-02-01 09/21/2001 PRI (TST5878) TAS 101 ECM -003-02-01 06/13/2008 PRI(TST5878) TAS 101 ECM -004-02-01 06/13/2008 PRI (TST5878) TAS 101 ECM -005-02-01 06/13/2008 PRI (TST5878) TAS 101 ECM -006-02-01 06/13/2008 PRI (TST5878) TAS 101 ECM -007-02-01 06/13/2008 PRI (TST5878) TAS 101 ECM -008-02-01 06/13/2008 Florida Building Code Attachment Requirements FRSA/TRI April 2012 (04-12) 04/2012 Florida Building Code - HVHZ Attachment Requirements RAS 118, 119 and 120 1995 East Coast Metals Metal Quality Mill Certifications Various Architectural Testing (QUA1844) Quality Control Participation Letter Exp. 12/31/2018 4. PRODUCT DESCRIPTION: 4.1 Hip & Ridge Channel Metal: Pre -formed metal channel designed for use as a hip and ridge base to which roof tiles are bonded in FBC Approved roof tile adhesive. Hip & Ridge Channel Metal is available in 119 -3/8 -inch (± 3/8 -inch) length by 2.5, 3, 3.5, 4, 5, 6 or 7 -inch (± 3/8 -inch) heights with 1.5 -inch (± 1/16 -inch) deck -flanges. Exterior Research and Design, U.C. Evaluation Report E30240.08.08 -R4 Certificate of Authorization #9503 FL5374-R4 Revision 4: 03/17/2015 Page 2 of 7 r ��. TRINITY 1,ERD 04.2 T im Lock Channel Metal: Pre -formed metal channel 0I4.2 for use as a hip and ridge base to which roof tiles are bonded in FBC Approved roof tile adhesive. Trim Lock Channel Metal is characterized by its profiled and perforated upper horizontal flange designed to receive and allow for interlock with the overlying tile adhesive. Trim Lock Channel Metal is available in 119 -3/8 -inch (± 3/8") length by 3, 3.5, 4, 5 or 6 -inch (± 3/8 -inch) heights with 1.5 -inch (± 1/16 -inch) deck -flanges. 4.2 Trim Lock Plus Channel Metal: Pre -formed metal channel designed for use as a hip and ridge base to which roof tiles are bonded in FBC Approved roof tile adhesive. Trim Lock Plus Channel Metal is characterized by its profiled and perforated upper horizontal flange designed to receive and allow for interlock with the overlying tile adhesive and its perforated deck flanges, designed for installation atop the roof underlayment via placement in FBC Approved roof tile adhesive, which flows -through and interlocks with the underlying adhesive. Trim Lock Plus Channel Metal is available in 119 -3/8 -inch (± 3/8") length by 3, 3.5, 4, 5 or 6 -inch (± 3/8 -inch) heights with 1.5 -inch (± 1/16 -inch) deck -flanges. 4.4 East Coast Metals Channel Metals are fabricated of the following metals: ➢ Galvanized Steel: Min. 0.019 ± 0.002 -inch, ASTM A653 (G-90), min. 33 KSI. ➢ Galvalume Steel: Min. 0.019 ±0.002 -inch, ASTM A792, AZ55, min. 35 KSI. ➢ Aluminum: Min, 0.032+0.002 -inch, ASTM B209, 3003-H14, min. 21 KSI. ➢ Stainless Steel: Min. 0.019 ± 0.002 -inch, ASTM A240/A480, T304, min. 35 KSI. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD 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. Exterior Research and Design, LLC. Evaluation Report E30240.08.08 -R4 Certificate of Authorization x9503 FL5374-1114 Revision 4:03/17/2015 Page 3 of 7 =3 J TRINITY' ERD i 5.2 FOR HVHZ JURISDICTIONS: 5.2.1 For Hip & Ridge Channel Metal or Trim Lock Channel Metal, refer to FBC RAS 118, Drawing 13, Detail 3; RAS 119, Drawing 12, Detail 3; or RAS 120, Drawing 15, Detail 3. For Trim Lock Plus Channel Metal, refer to the installation instructions herein. 5.2.2 For HVHZ jurisdictions, installations of Hip & Ridge Channel Metal and Trim Lock are prescriptive by RAS 118, 119 and 120, and the data in Tables 1A and 1B is supplemental to these prescriptive allowances. Installations of Trim Lock Plus are limited to projects having a required moment resistance (Mr) or uplift resistance (F,), as determined in accordance with RAS 127, not greater than the following values. Refer to the tile adhesive manufacturer's published installation instructions for adhesive paddy placement details. ➢ "INDEPENDENT" paddy placement means each individual tile is bonded to the Channel Metal in its own, single foam paddy; tile head laps are not bonded. This method is limited to 2 -part tile adhesives. Allowable performance data below for "INDEPENDENT" paddy placement already has a 2 to 1 margin of safety applied to ultimate performance. ➢ "INTERDEPENDENT" paddy placement means each individual tile is bonded to the Channel Metal in a foam paddy, and a second foam paddy bonds the tile head lap, or two tiles are bonded to the Channel Metal using a single foam paddy. Allowable performance data below for "INTERDEPENDENT" paddy placement already has a 4 to 1 margin of safety applied to ultimate performance. az? TABLE IA- PERFUt1MiANC4<I.Cl frl�TlCi S,`fIi%k(,Ii Ef"EtVQE1TPlAtkQYPiA "low: j��f� P ro $ it tr,: ifFSAFIFrrAGfFllgy lJE i) Allowable Performance Moment Based Uplift Based Hi /Ridge Metal Design Metal Type Type Placement Adhesive Allowable Performance Trim Lock or Trim galvanized, Galvalume®, Tile Moment Based Uplift Based Design Metal Type aluminum or stainless steel Type Placement Mf (ft-Ibf) F' (Ibf) Hip & Ridge galvanized or VIII 3'" 2 -Component Foam 31 independent p Interdependent 127 169 Channel Metal stainless steel concrete concrete Roof Tile Adhesive AH -160 Trim Lock aluminum Trim Lock 31VI'" Foam Roof Tile galvanized, Galvalume", clay or 3M1" 2 -Component Foam Independent 171 159 aluminum or stainless steel concrete Roof Tile Adhesive AH -160 clay or 3M— Foam Roof Tile Interdependent 90 Trim Lock Plus galvanized, Galvalume®, clay or 31VI•" 2 -Component Foam independent p 177 165 galvanized, Galvalume® or clay or aluminum or stainless steel concrete Roof Tile Adhesive AH -160 117 stainless steel concrete az? j��f� ,.. Hip/Ridges, Metal Adhesive Allowable Performance Moment Based Uplift Based Tile Design Metal Type Type Placement Mf (ft-Ibf) V (Ibf) Trim Lock or Trim galvanized, Galvalume®, clay or 3M1" 2 -Component Foam Interdependent 95 88 Lock Plus aluminum or stainless steel concrete Roof Tile Adhesive AH -160 Trim Lock galvanized, Galvalume®, clay or 3M'" Roof Tile Adhesive Interdependent 99 94 stainless steel concrete RTA -1 Trim Lock aluminum clay or 31VI'" Foam Roof Tile Interdependent 90 84 concrete Adhesive RTA -1 Trim Lock Plus galvanized, Galvalume®, clay or 3M— Foam Roof Tile Interdependent 90 84 aluminum or stainless steel concrete Adhesive RTA -1 Trim Lock galvanized, Galvalume® or clay or TILE BOND" Roof Tile Interdependent 123 117 stainless steel concrete Adhesive Trim Lock aluminum clay or TILE BOND"" Roof Tile Interdependent 79 73 concrete Adhesive Trim Lock Plus galvanized, Galvalume®, clay or TILE BONDT" Roof Tile Interdependent 79 73 aluminum or stainless steel concrete Adhesive Trim Lock galvanized, Galvalume® or clay or Touch 'n Seal StormBond Interdependent 146 139 stainless steel concrete Roof Tile Adhesive Trim Lock Aluminum clay or Touch 'n Seal StormBond Interdependent 58 54 concrete Roof Tile Adhesive Trim Lock Plus galvanized, Galvalume®, clay or Touch 'n Seal StormBond Interdependent 58 54 aluminum or stainless steel concrete Roof Tile Adhesive Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report E10240.08.08 -R4 FL5374-R4 Revision 4: 03/17/2015 Page 4 of 7 TRINITY I ERD 5.3 FOR NON-HVHZ JURISDICTIONS: 5.3.1 For Hip & Ridge Channel Metal or Trim Lock Channel Metal, refer to FRSA/TRI April 2012 (04-12). For Trim Lock Plus Channel Metal, refer to the installation instructions herein 5.3.2 For non-HVHZ, installations are limited to projects having hip and ridge design pressure requirements, determined in accordance with Table 1A of FRSA/TRI April 2012 (04-12), not greater than the following values. Refer to the tile adhesive manufacturer's published installation instructions for adhesive paddy placement details. ➢ "INDEPENDENT" paddy placement means each individual tile is bonded to the Channel Metal in its own, single foam paddy; tile head laps are not bonded. This method is limited to 2 -part tile adhesives. This method is limited to 2 -part tile adhesives. Allowable performance data below for "INDEPENDENT" paddy placement already has a 2 to 1 margin of safety applied to ultimate performance. ➢ "INTERDEPENDENT" paddy placement means each individual tile is bonded to the Channel Metal in a foam paddy, and a second foam paddy bonds the tile head lap, or two tiles are bonded to the Channel Metal using a single foam paddy. Allowable performance data below for "INTERDEPENDENT" paddy placement already has a 4 to 1 margin of safety applied to ultimate performance. Ti364"Bi PSpfGpll+iAi�f4iliiN�� TAhLE 2A: WORxOAa i ftiilxPAT ""= i ll , t".P +r FtcAC> fir £. "1Y? AfiRIM A� S �i°1'!'AXfACYAPI'td Hip/Ridge Metal Tile Adhesive Hip/Ridge Metal Adhesive Metal Type Allowable Uplift Design Tile Metal Type Type Placement (psf) Hip & Ridge 98 clay or 3M1" 2 -Component Foam Roof Independent 169 Channel Metal galvanized concrete Tile Adhesive AH -160 clay or 3MT" Foam Roof Tile Adhesive Interdependent galvanized, Galvalume®, aluminum or clay or 3MT" 2 -Component Foam Roof Independent 173 Trim Lock stainless steel concrete Tile Adhesive AH -160 clay or 3MT" Foam Roof Tile Adhesive Interdependent galvanized, Galvalume®, aluminum or clay or 3MT" 2 -Component Foam Roof Independent 178 Trim Lock Pius stainless steel concrete Tile Adhesive AH -160 clay or 3MT" Foam Roof Tile Adhesive Ti364"Bi PSpfGpll+iAi�f4iliiN�� 1tDi1ti�t Hip/Ridge Metal Tile Adhesive Allowable Uplift (psf) Design Metal Type Type Placement Trim Lock or Trim galvanized, Galvalume®, aluminum or clay or 3MT" 2 -Component Foam Roof Interdependent 98 Lock Plus stainless steel concrete Tile Adhesive AH -160 galvanized, Galvalume® or stainless clay or 3MT" Foam Roof Tile Adhesive Interdependent 110 Trim Lock steel concrete RTA -1 clay or 3MT" Foam Roof Tile Adhesive Interdependent 93 Trim Lock aluminum concrete RTA -1 galvanized, Galvalume®, aluminum or clay or 3MT" Foam Roof Tile Adhesive Interdependent 93 Trim Lock Plus stainless steel concrete RTA -1 Trim Lock galvanized, Galvalume® or stainless clay or TILE BOND'" Roof Tile Adhesive Interdependent 152 steel concrete Trim Lock aluminum clay or TILE BONDT"RoofTileAdhesive Interdependent 82 concrete Trim Lock Plus galvanized, Galvalume®, aluminum or clay or TILE BOND'" Roof Tile Adhesive Interdependent 82 stainless steel concrete galvanized, Galvalume® or stainless clay or Touch 'n Seal StormBond Roof Interdependent 148 Trim Lock steel concrete Tile Adhesive clay or Touch 'n Seal StormBond Roof Interdependent 61 Trim Lock Aluminum concrete Tile Adhesive galvanized, Galvalume", aluminum or clay or I Touch 'n Seal Stormeond Roof Interdependent 61 Trim Lock Plus stainless steel concrete Tile Adhesive Exterior Research and Design, I.I.C. Evaluation Report E10240.08.08 -R4 Certificate of Authorization #9503 FL5374-R4 Revision 4: 03/17/2015 Page 5 of 7 TRIRiITY ERD 6. INSTALLATION: 6.1 The roof deck shall be minimum 15/32 -inch plywood (non-HVHZ) or minimum 19/32 -inch plywood (HVHZ) attached in accordance with FSC Chapter 23 to the satisfaction of the AHJ. 6.2 Hip & Ridge Channel Metal and Trim Lock Channel Metal shall be installed using min. 11 ga. x 1'/o -inch long x 3/8 -inch head diameter galvanized annular ring shank nails spaced 6 -inch ox, along both deck -flanges. Fasteners shall be positioned %-inch from the outside edge of each deck -flange, set in a bed plastic roof cement. For FBC HVHZ, refer to FBC RAS 118, Drawing 13, Detail 3; RAS 119, Drawing 12, Detail 3; or RAS 120, Drawing 15, Detail 3. 6.3 Trim Lock Plus Channel Metal shall be installed atop the Approved roof underlayment in continuous 2 -inch wide ribbons of tile adhesive centered beneath each 1.S -inch wide deck flange. Place the Trim Lock Plus Channel Metal into the wet adhesive and allow it to set-up prior to installation of roof tiles. View of Polyset AH16O Placement for Trim Lock Plus Channel Metal Installation 6.3.1 It is critical that the bond between the Trim Lock Plus Channel Metal, the tile adhesive and the underlayment is not disturbed prior to or during placement of the ridge tiles. 6.3.2 Approved underlayments are the codified '30/90' system or other FBC Approved roof underlayments listing approved use of the subject tile adhesive. Exterior Research and Design, LLC. Evaluation Report E10240.08.08 -R4 Certificate of Authorization #9503 FL5374-R4 Revision 4:03/17/2015 Page 6 of 7 TRINITY ERC) 6.4 Tile shall be installed atop the Channel Metal in accordance with the tile adhesive manufacturer's Approved, published installation instructions, subject to the limitations outlined in Section 5 herein. The exposed edges shall be packed and pointed with Approved mortar or weather blocking adhesive in accordance with FRSA/TRI April 2012 (04-12) or RAS 118, RAS 119, RAS 120 requirements. View of Trim Lock Plus Channel Metal Installation after Weather Blocked Hip / Ridge Tile Tile Adhesive Trim Lock Plus Mortar or Weather Block Adhesive Tile Adhesive 6.4.1 Channel Metal shall be free of dust, debris, oils or other bond -breaking substance prior to placement of adhesive. 7. 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: Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Architectural Testing, Inc.—QUA1844; (717) 764-7700 - END OF EVALUATION REPORT Exterior Research and Design, I.I.C. Evaluation Report E30240.08.08 -R4 Certificate of Authorization #9503 FL5374-R4 Revision 4: 03/17/2015 Page 7 of 7