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HomeMy WebLinkAboutProduct Approval orida Building Code Online https://www.floridabuilding.orgtpr/pr app_dtl.aspx?param=wGEVX... 1 g acts'Hotne Log In User Regtstrutbn not lbptcs sutinit surcharge stats&Facts Polikatbns FUG Staff SCIS See Map Links search Business � 'i - . �Q eSS14i�c� i ustrodunctscuserowal l ilii{ duct anntayai•i3gatt[ Sc _14 >ApplrAtbn Detail _ 1'tea r x_ FL# •FL16048-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer TRI-BUILT Roofing Products Address/Phone/Email 9054 Louisiana Street Merrillville,IN 46410 (201)842-2449 david.ruiz@tribuiltmaterialsgroup.com Authorized Signature David Ruiz david.ruin@tribuiltmateriaisgroup.com Technical Representative David Ruiz Address/Phone/Emalt 250 Route 17 North East Rutherford,N3 07073 (201)842-2449 david.rulz@tribuiltmateriaisgroup.com Quality Assurance Representative Address/ehone{Emall Category Roofing Subcategory Underlayments 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 UL LLC ` Quality Assurance Contract Expiration Date 10/16/2017 Validated By Sohn W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL-46q48 pi COI&"-df Referenced Standard and Year(of Standard) fimftrii Year ASTM D1970 2009 ASTM G155 2005 FR5A(TRI April 2012(04-12) 2012 TAS 103 1995 I of 2 5/24/2016 9:58 AM , Y •orida Building Code Online https://wwwfloiidabuilding.org/pr/pr_app dd.aspx?param=wGEVX... Equivalence of Product-standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/08/2015 Date Validated 10/19/2015 Date Pending FBC Approval 10/21/2015 Date Approved 12/15/2015 Summary of Products FL# Model,Number or Name i Description ^� '16048.1 i TRI-BUILT Roof Underlayments ;Self-adhering,modified bitumen roof underlayments i limits of Use ;Installation Instructions �Y Approved for use In HVHZ:No FL36048 R3 II 2015 30 FINAL ER TRI Approved for use-outside HVHZ:Yes :BUILT UND RLAYMENTS FL16048-R3.pdf Impact Resistant,N/A Verified By:Robert Nieminen PE-59166 Design Pressure: +N/A/-45 Created by independent Third Party:Yes t Other:1.)The design pressure noted herein pertains to use Evaluation Reports ;'of foam-on We systems overtop the self-adhering FL16048 R3 AE 2015_.10 FINA(LER iRi- underlayment for one particular application.See ER Section ;BUILT UNDE tBLLkENT$ FL1 G048-R3 pdf S,6 for details, 2.)Refer to ER Seaton 5 for other Umits of Created by Independent Third Party:Yes i Use. Back � Cpatact_Us::1940 Horth t4anroe t t Tata asce F 3 3 9 Phone:850-487-1824 The State of Florida Is an A4/EEO employer.�ppyMnt 2oQZ2p1,LSta�r of Fprlda,::Pr vacv Statement:: .pfRv statement::ge _statement Under Florida law,emal addresses are public records.0 you do not want your e-mal address feleased In response to a public-records request,do not send electronic -mal to this entity.instead,contact the office by phone or by traditional mai If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Fonda Statutes,effective October 1,2012,licensees licensed under Chapter 455.F.S.must provlde the Department with an email address f they have one.The emacs provided may be used for official communication with the licensee..However emal addresses are public record.U you do not wish tosuppy a Personal address,please provide the Department wlthan emal address which can be made ava8able to the public.Tb determine If you are a licensee under Chapter - 455,f S.,please Nick here. - _ Product Approval Accepts: .``",— f.rf3 2 of 2 5/24/2016 9:58 AM EXTERIOR RESEARCH&DESIGN,LLC. Cert;flcdte of Authorizatl6r;119503 353 CHRISTIAN STREET UNIT#13 TRINI-ff ERD OXFORD,CT 06478 PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT Allied Building Products Corp. Evaluation Report A42960.10.12-R3 dba TRI-BUILT Roofing Products FL16048-R3 9050 Louisiana Street Date of Issuance:10/25/2012 Merrillville,IN 46410 Revision 3: 10/08/2015 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 pro'ducts described herein have been evaluated for compliance with the Sd'.Edition (2014) Florida Building Code sections noted herein. DESCRIPTION. TRI-BUILT Roof UnderlaVments LAIIELING: 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 Nierninen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity(ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. I ADVERTISEMENT. The Evaluation Report number preceded by the words "Trinity I 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 Eva'luation 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 I through S. Prepared by: .01 Sfz Robert J.M.Nieminen,P.E. shn Thefac ne seai apwring was authafned 0Y Robert Illemblen. P.E.cn10J08t20IS.TWsdopsnotseneasanclectronfalysiped Florida Registration No.59166,Florida DCA ANE1983 document.Signed,seated harcicaoies have been transmirted to the Product Approval AdminIstraw and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity I ERD does not have, nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or distributing produc%it evaluates. 2. Trinity I ERD i I s not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 1 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. 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 unlesssetained specifically for that purpose. TRINITYERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments,as produced by TRI-BUILT,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 1507.2.4,1507.2.8,1507.2.9.2, Physical,Properties ASTM D1970 2009 1507.4.5.2,1507.5.3,1507.7.3 15�04.6 Accelerated Weathering ASTM G155 2005 1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Entity Examination Reference Date ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013 ERD(TST6049) Physical Properties 540540.11.13 11/19/2013 ERD(TST6049) Physical Properties 540540.03.14 03/26/2014 ERD(T5T6049) Physical Properties 54870,04.14-2 04/02/2014 ERD(TST6049) Physical Properties S44870.04.14-3 04/02/2014 ERD(TST6049) Physical Properties 544870,04.14-1 04/10/2014 ERD(TST6049) Physical Properties 544870.04.14-4 04110/2014 ERD(TST6049) Physical Properties 543530.02,14-1-RI 05/14/2014 ERD(TST6049) Physical Properties 543530.05.14 05/28/2014 ERD(TST6049) Physical Properties 540540.10.14 10131/2014 ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 09/04/2015 uL,LLC,(QUA9625) Quality Control Service Confirmation Exp.10/16/2017 4. PRODUCT DESCRIPTION: 4.1 Self-Adheriniz Underlayments: 4.1.1 TO-Bbilt Sand-R.SA,Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment,with a 36-inch sheet width. 4.1.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof underlayment 4.1.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering,glass-mat reinforced,film-surfaced,SOS modified bitumen roof underlayment. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Neminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report,or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design,LLC. Evaluation Report A42960.113.12-R3 Cedlfkate ofAuth"Izollon#9503 FL16048-R3 Revision 3:10/0812025 Page 2 of 5 TRI ERD 5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed,a request may be made to the AHI for approval based on this evaluation combined with supporting data for the prepared roof covering. 5,5 Allowable roof covers applied atop the underlayments are as follows: TALE 1-• ROOF COVER OPTIONS Underlayment Asphalt Nall-On Tile 'Foam-On Tile Metal Wood Shakes Slate Shingles &.Shingles_ Tri-Built Sand RSA Shingle yes No No No Yes Yes Underlayment Fri-Built SIN HT TU Yes Yes Yes Yes Yes Yes Underlayment See 5.5.1 Tri-Built Smooth HT S/A Yes No. No Yes Yes Yes Underlayment 5.5.1 "Foam-On Tile" Is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. i Tri-SuiltS/A HTTU Underlayment with 3M1 2-Component Roof Tile Adhesive A14-160(FL6332)or Dow TileBondl"Roof Tile Adhesive(FIL717) 5.6 Allowable substrates are noted below: 5.6.1 Direct-Bond to Deck: Tri Built Sand-R'SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: r Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; ASTM D41 primed structural concrete. While not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT recommends priming the deck if the final roof cover Is not slated for installation within 24 hours. Note: TRI-BUILT 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 S/A HT TU Underlayment applied to: Dens neck Prime;SECUROCK.Gypsum-Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam-on rile systems,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 1. 5.6.3 Bond to Mechanically Attached Base Laver: y ASTM D226,Type I or Ii felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. for installations under foam-on the systems,base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04-12). Exterior Research and Design,LLC_ Evaluation Report A42960.10:12-R3 Cerdfkate 01 Aathadration p9503 FL16048-R3 Revision 3:10108/2015 Page 3 of 5 o�n �m v u � ��� w �°~�^ 5�.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 undedavmentsystems that are not addressed inFRSA/T8}April 2D12(O4'12),and are used infoam-on tile applications. Maximum Design Pressure is the result of tesdm; 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 pBC1504.ghas already been app/ied). Refer toFMC16Ogfor determination ofdesign wind pressurws. 5.6.4.1 Maximum Design Pressure=-45.0 ps ' Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional)ASTM D41 Uoderaymmnt* Tri-Built S/AHTTVUwdednymentse|f-adhered' 5.7 ExRosure Limitations: 5'7.1 Tri-Built 5an6-RSAShingle Undedayment orTh8uik Smooth HTS/A Underlavment dbmU not be (eft exposed for longer than 30'6aysafter installation 5.7.2 Tri-Built S/AHTTUVnder\aymentshall not beleft exposed for longer than 18D'daysafter installation. G. }msTALmTinm: � 61 Tm'aU|[r Roof underbymmnt, shall be installed in accordance with TRI-BUILT published installation ' requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 5'2 Re-fasten any loose decking panels, ' andcheck for protruding nail heads. Sweep the substrate thoroughly to remove any,dust and debris prior to application,and prime the substrate(if applicable). 6,3 ' 6.3.1 Shall be installed In compliance with the requirements for ASTM D1970 ondedoyment in FBC Sections I5V7for the,typovfprepared roof covering tobeinstalled. 6.3.2 ' 'Wh&e pdm}o8 Is optional, 'oW|LT recommends priming the deck if the final roof cover is not dated for installation within 24hours. Apply sheet parallel tothe roof edge. Roll out approximately 1Vftofmembrane and peel back the first 3 ftcfrelease film. Adhere the exposed part tothe substrate and unroll the remaining membrane asfar aspossible. � once the entire length of membrane is in place, pee|'offthe release Mm diagonally' while holding the membrane tight. Firmly roll the mambranejntoplace tnachieve abond. Horizontal seams should beminimum 3Finches, configured mmshed water. Vertical seams should be6- \ochesand staggered not less than 2~ftfrom vertical seams inthe course below. All over-granule end-laps shall 6esealed using either heat-welding nrhot air welding techniques, When imxte|UnQ sit slopes above 8:12, Allied Building Products Corp recommends back-nailing in the overlap area at the too ufthe sheet.at1Z'|ncho.c. For Valleys and Ridges: Cut uvdedaymentinto 400Gfoot 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 o,ridge /n , each direction. For valleys,apply the sheet starting atthelowest point and work upward. � 6.3.3 Tile Applications(Tri-Built SIA HT TU Underlayment,only): � Reference is made to FRS*/TRI apw| 2013 (04-12) Installation 'Manual and Table I herein, using the � instructions noted above asaguideline. � Tile shall be loaded and staged In a manner that prevents tile slippage and/or damage to the undedayment. ^ . Exterior Research and Design,LLC. Evaluation Report xwu9oo.1o.12-n3 mtUma*ww"m"mramonm9503 r Revision 3:10/08/2015 Page«pv5 TRIN" ERR 7. BUILDING PERMIT REQUIREMENTS: As required by the Building official or Authority Having Jurisdiction in orderto properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted OA agency for information on product locations covered for F.A.C.Rule 9N-3 QA-requirements. 9. QUALITY AssurtANcE ENTITY: UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com END OF EVALUATION REPORT- Exterior Research and Design,LLC Evaluation Report A42960,10.12-113 Certificate of Authoritattan 99503 F1.16048-113 Revision 3:10108/2015 Page S of S - r M iTlz+e:�.4e 'w f�F-a�,l.A_�' �1'ra:»-.u.•7 '.-,. BCtS Home Log In User Registratlon Hot Topics j Submit Surcharge Stats 8 Facts Publications j FBC Staff ! BCtS Site Map Links i Search Florida ' �lr 100 Product Approval (t• USER:Public User Product Approval Menu>Product or antHiratian.Search>hnnllcatinn List>Application Detail FL# FL18355-112 " " a Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products,Inc. Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext 2305 kerrl_eden@tamko.com Authorized Signature Kerri Eden kerri__:eden@tamko.com Technical Representative Address/Phone/Email Quality Assurance.Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles 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 Zachary R.Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden =J Validation Checklist-Hardcopy Received Certificate of Independence F.1355 R2 COT TBP15001 2 FBC 2Q14 Product Evaluation Report Shinales.odf Referenced Standard and Year(of Standard) Standard Year ASTM D 3161 2009 ASTM D 3462 2009 ASTMD D 7158 2008 TAS 100 1995 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method i Option D Date Submitted 12/16/2015 Date Validated 12/18/2015 Date Pending FBC Approval 12/19/2015 Date Approved 02/10/2016 Date Revised 05/09/2017 Summary of Products FL# Model,Number or Name Description 18355.1 Glass-Seal,Elite Glass-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage,Heritage Premium, Heritage Woodgate,Heritage Vintage,Hip and Ridge,and Vintage Hip and Ridge.Shingles Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL18355 R2 II TBP15001.2 FBC 2.014 Product Evaluation Approved for use outside HVHZ:Yes Reoort Shingles.pdf Impact Resistant:N/A Verified By:Zachary R.Priest PE-74021 Design Pressure:N/A Created by Independent Third Party;Yes Other:See evaluation report for limits of use. Evaluation Reports FL18355 R2 AE TBP15001 2 FBC 2014 Product Evaluation Report Shingles.pg Created by Independent Third Party:Yes Beck Pleat Contact Us::2601 Blair Stene Road.Tallahassee FL 3 399 Phone:850.487-1824 The State of Florida is an AA/EM employer.Copyright 2007-2013 State of Florida ::Privacy statement::Accessibility Statement::Refund Statement Undcr 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 matt.If you have any questions,please contact850.487.1395.-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 emalls 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.Aeceptsi I'= H M Credit Card Safe . 1 r Certificate of Authorization No.29824 CREEK 17520 Edinburgh Dr Tampa,FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5TH EDITION(2014) Manufacturer: TAMKO BUILDING PRODUCTS Issued December 14,2015 220 West 4h Street Joplin,MO.64801 (417)624-6644 Manufacturing Plants: Joplin,MO Phillipsburg,KS Frederick,MID Dallas,TX Tuscaloosa,AL Quality Assurance: UL LLC(QUA9625) SCOPE Category. Roofing Subcategory: Asphalt Shingles Code Sections: 1507.2.5. 1507.2.7.1, 1523.6.5.1- Properties: 523.6.5.1Properties- Physical properties,Wind Resistance,Wind Driven Rain REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-051.02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-165-02.01 TAS 100 1995 PRI Construction Materials Technologies,(TST5878) TAP-280-02-01 TAS 100 1995 PRI Construction Materials-Technologies(TST5878) TAP-303-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1 PRI Construction Materials Technologies(TST5878) TAP-W7-02-01 TAS 100 1995 UL LLC(TST9628) 02NK9507 ASTM D 3161 2009 UL LLC(TST9628) 04NK24366 ASTM D 3462 2009 UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2008d UL LLC(TST9628) 06NK03898 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC(TST9628) 08CA59132 ASTM D 3161 2009 UL LLC(TST9628) 09NK07896 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC(TST9628) I0CA50498 ASTM D 3462 2009 UL LLC(TST9628) I0CA64882 ASTM D 3161 2009 UL LLC(TST9628) IINK14014 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC(TST9628) 12CA24551 ASTM D 3161 2009 UL LLC(TST9628) 4786110543 ASfM'D 6381 2008(2013)e1 UL LLC(TST9628) 47870'43752 ASTM D 3161 2009 UL LLC(TST9628) 4787148748 ASTM D 7158 2008d ASTM D 3161 2009 ASTM D 3462 2009 TBP15001.2FL18365-R2 Page I of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEK Asphalt Shingles TscHwAL SERVICES,LLC PRODUCT DESCRIPTION Elite Glass-Seat® 12-1/4"x 36",ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12-114"x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462, Glass-Seat 12-1/4'x 36',ASTM D 71515, Class H self-sealing, 34ab-asphalt shingle with fiberglass (Joplin) mat coated,on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Heritage® 13-1/4" x 39-3/8", ASTM D 3161, Class F- and ASTM D 7158, Class H fiberglass (Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin,Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Heritage®Premium 13-1/4" x 39.=3/8", ASTM D 3161. Class F and ASTM D'7158, Class H fiberglass (Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg complying with ASTM D 3462. Tuscaloosa) Heritage@ Premium 12" k W, ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick)_ laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®Vintage@ 17-112"x 40",ASTM D 3161,Class F and ASTM D 7158,Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage® 8 Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM,D 3462. Heritage®Woodgate 12" x 36-318", ASTM-D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced With mineral granules,complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles 12-1/4" x 12% ASTM D 3161, 'Class F fiberglass reinforced, hip and ridge asphalt (Frederick&.Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintage@).Hipand Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. TBP15001.2 FL18355-R2 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify GREEK Technical Services,LLC of any product changes ouquality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES, LLC INSTALLATION Elite Glass-Seal® Basic Wind Speed(Vwi): Max. 194 mph (Frederick,Joplin& Basic Wind Speed(V„d): Max. 150 mph Tuscaloosa) 'Deck(HVHZ): In accordance.with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood.plank for Glass-Seal new construction; Min. 15732 in. plywood existing (Frederick,Joplin(Non- construction. HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction;Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's.application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5-1/8 inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern” detailed below. Installation (Non-HVHZ): Installed with 5-118-inch exposure.in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. NAILS Nailing .... .........--- ....... .... ...................-.,-......---.------.........------------.. .- 6-7B" Area 5-118" Butt Edlge Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Pattern (Non-HVHZ only) NAILS .. .. ...._........--........_t/._.................._...... ......L. ._.. 11 Nalhn fi-7l8 Ates9 ..---...._--------_--------- ---------------------.....•_..-----__....----- ....----T..... . 1 Butt Edge Figure 2. Elite Glass-Seal&Glass-Seal 6 Nail Pattern TBP15001.2 FL18355-R2 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEK Asphalt Shingles TF-cHNICAL SERVICES,ILLC Heritage@ Basic Wind Speed(Vol): Max. 194 mph (Dallas,Frederick,Joplin, Basic Wind Speed(V,-,d)-. Max.150 mph Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/'32 in. plywood or wood plank for HeritageO Premium new construction; Min. 15132 in. plywood existing (Dallas,Frederick construction. Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; & Solidly sheathed Min. 15/32 in. plywood or wood plank for Heritage@ Woodgate new construction;Min.7116 in.OSB existing construction. (Dallas&Frederick) Underlayment: to accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application Instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5-5/8 in. exposure in accordance with RAS 116 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-5/8 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either'A Nail Pattern"or"6 Nail Pattern"detailed below. FASTENERS NAIL ZONE COMMON 0/BOND EXPOSURE 6-6181, 12-1/2-1 12-3/811 Figure 3. Heritage@, Heritage@ Premium,and Heritage@ Woodgate(Dallas) 4 Nail Pattern (non-HVHZ only) FASTENERSNAIL ZONE COMMON BOND 7-1 D SURE 5-5/8" Figure 4. Heritage@&Her'Itage0 Premium 6 Nail Pattern TBP15001.2 FL18355-R2 Page,4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES.LLC NAIL.ZONE/ 11STENERS07 ^—���� COMMON BOND T 6-if8" EXPOSURE 5 518" .+ �" �h?-if2=i��-?-if2'i►�+�f-7-3-8" 7-if2�47-if2� �I--�„ Figure 5. Heritage@ Woodgate 6 Nair Pattern --}i#"'sl"�< 12-f12"---►� �4-- #2-1/2" , i [� Common Bond FASTENERS i - �,'.� _'Ci.A1',:;vtr,:::i .hi:•:;r,�`•�r,'�::: ":%`Li':"•�i+:%:F':-:=:;.:t'"�+�it�Y:C:f::• f::".ti•:^:�v`,t.r:•�-.,.;siati A � W N fl to i 39=318" �i Figure 6. Heritage@,Heritage@ Premium, &Heritage@ Woodgate Alternate 6 Nail Pattern PAINT LINE 7-7/9' ZONE EDGE OF COMMON BOND EXPOSURE ACCEPTABLE ,-'FASTENER LOCATION DO NOT FASTEN ALONG EDGE OF -- ------ - COMMON BOND PREFERRED FASTENER LOCATION Figure 7. Heritage@(Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4,and 6 may be placed in the nail zone as described above TBP15001.2 FL18355-R2 Page 5 of 11 t This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not ? specifically addressed herein. TAMKO BUILDING PRODUCTS C'R E Asphalt Shingles TECHNICAL SERVICES,LLC Heritage®Premium Basic Wind-Speed(Vu„): Max.194 mph (Frederick) Basic Wind Speed(Vasd): Max.150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32 in: plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min.7/16 in.OSB existing construction. Underlayment In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12.. installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. NAIL ZONEI FASTENERS �tEEXP COMMON BOND 51i2° OSURE 5" 12" —► 1-11"--►� �-1„ Figure 8. Heritage®Premium(Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONEI FASTENERS COMMON BOND 51/2" EXPOSURE 5" [� Figure 9. Heritage®Premium(Frederick) 6 Nail Pattern TBP15001.2 FL18355-R2 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify-CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHiMICAL SERVICES, LLC Heritage®Woodgate Basic Wind Speed(ViAt): Max. 194 mph (Frederick) Basic Wind Speed(Vasa): Max. 150 mph Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction;Min.7116 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance.with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or°6 Nail Pattern"detailed below. NAIL ZONE/ fASTENERS COMMON BOND T EXPOSURE V 12-3/8" 11" � �—v Figure 10. Heritage@)Woodgate(Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZOND FASTENERS COMMON BOND -' 5'1'2 EXPOSURE 5" Figure 11. Heritage®Woodgate(Frederick) 6 Nail Pattern TBP15001.2 FL18355-R2 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended.use,or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEK Asphalt Shingles TE:cHNICAL SFRVIC;:S,LLC Heritage@ Vintage@ Basic Wind Speed(V i): Max. 194 mph (Phillipsburg) Basic Wind Speed(Vssd): Max, 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in: plywood existing construction. Deck(Non-HVHZ): In accordance With FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction;Min.7/16 in.08B existing construction. Underlayment: In accordance with FSC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115 ,.add manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"5 Nail Pattern"or'6 Nail Pattem"detailed below. 4C' Fasteners hkiB fs^ Exposure Figure.12. Heritage@ Vintage@ 5 Nail Pattern (non-HVHZ only) 400 Notch TFastemm NOW 17-1ff rsqwdura 7- -Yr Figure 13. Heritage®Vintageo 6 Nail Pattern TBP15001.2 FL18355-R2 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation.r6port does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES,LLC Hip&Ridge Basic Wind Speed(Vat): Max. 194 mph (Frederick&Joplin) Basic Wind Speed(Vase): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction;Min,,7/16 in.OSB existing construction. Underlayment, In accordance with FBC requirements. - Min.slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5-1/8 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind Start 5-1/8" exposure here1- Start Figure 1 here 5-1/8"exposure its ` Fastener Fastener �15�„ „5,5/8" Figure 2 4 Figure 3 „ Figure 14. Hip &Ridge(Frederick&Joplin) TSP15001.2 FL18355-R2 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation,recommended use,or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEK, AsphaltZhIngles TECHNICAL SERVICES,LLC Vintage@'Hip&Ridge Basic Wind Speed(Vat): Max.194 mph (Phillipsburg) Basic Wind Speed(Vasd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min, 19132.in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with.FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction;Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Win.slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind Start 511 exposure here-- FIn] n, Start here 511 exposure Figure I Fa ner astener 5-1/2' Figure 2 Figure 3 Figure 15. Vintage@ Hip&Ridge (Phillipsburg} TSP15001.2 FL18355-R2 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3- The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEK Asphalt Shingles TECHNICAL SE2VICE5,LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classificationlo ASTM D-7158 applies to exposure B&C with a building mean roof height of 33-ft or less. 5) Deck substrates shall be clean,dry, and free from any irregularities and debris. All fasteners in the deck 'shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starring at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the,evaluated products shall comply with this report, the FSC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5th Edition(2014)as evidenced in the referenced documents submitted by the named manufacturer. %% i�N R. %%% ........ 2015.12.14 -A 13:44:19 No 74021 -05'00' .73 STATE OF 0 R r.-N� 4;- Zachary R.Priest,P.E. Florida Registraton No. % Organization No.iANE964174021 CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E.does not have, nor will acquire,a finandal interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP16001.2 FL18355-R2 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3- The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,Installation,recommended use,or other product attributes that are not specifically addressed herein.