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HomeMy WebLinkAboutProduct Approval orida Building-'ode 06ne _ https://www.'floridabuilding.org/pr/pr Appjtl.aspx?param=wGEVX,.. . w4.0 li i ,' a t r X $'. v'P{ ,�` t` ✓ 3 i _.r<<; t t.. i f.�'� t ` t�'r �- ,i 4__.�., _a.,.�::. :.1: _ BCtS Home Lop In User RegWration Hot Topics Submt Surcharge Stats&Fads PubUca[bns FBC Staff acts She Map UnIm Search BUsjn'es3/. 'a Pr6fesSib'n'a- I t �PER:Pub Approval } JJ G '{� SBR:Pubac Uset !''il:l:llt:it I'ru"I Product Aooroval Menu m�Prod or Aon*rutbn Sean >Aookatbn 41st>Application Wail FL tic -FL16048-R3 Application Type Revision Code Version 2014 Application status Approved Comments Archived Product Manufacturer TRI-BUILT Roofing Products Address/Phone/Email 9050 Louisiana street Merrillville,IN 46410 (201)842-2449 david.rulz@tribuilthiaterialsgroup.com Authorized Signature David Ruiz david.ruiz@tribuiitmaterialsgroup.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford,NI 07073 (201)842-2449 david.ruiz@tri6uiltmaterialsgroup.com Quality Assurance Representative Address/Phone),Emall Category Roofing Subcategory Underiayments 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 16/16/2017 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL16048 R3 CO] 2015 01COI Nieminen.pdf Referenced Standard and Year(of Standard) Standard xear ASTM D1970 2009 ASTM G1SS 2005 FRSA/TRI April 2012(04-12) 2012 TAS 103 1995 I nf 2 5/24/20169:58 AM orida Blrilding Code Online https://www.floridabuilding:org/pr/pr_app_dtl:aspx?param=iGEVX... 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 _ FIL# _ Model,Number or Name _ i Description !,16048.1 i TRI-BUILT Roof Underlayments Self-adhering,modified bitumen roof underlayments Limits of Use ;'Installation'Instructions i Approved for use In HVHZ:.No FL16046 R3 II 2015 10 FINAL ER TRI- ! Approved for use outside HVHZ:Yes 7 BUILT UNDERLAYMENTS FL16048-R3.odf Impact Resistant:N/A Verified By:Robert Nieminen PE-59166 Design Pressure: +N/A/45 i Created by Independent Third Party:Yes Other:1.)The design pressure noted herein pertains to use 1 Evaluation-Reports of foam-on tile systems overtop the self-adhering FL16048 R3 AE 2015 10 FINAL ER TRI- undedayment for one particular application,See ER Section BUILT UNDERLAYMENTS FL16048-R3.pdf 5.6 for details.2.)Refer to ER Section 5 for other Limits of j Created'by.Independent Third Party:Yes 1 Use. each _Contact(*,::1940 North Monroe'Stieet.'falahassee FL 32399 phone:850.487-1824 The State of Florida Is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Pnvaoi Statement::ArcessIbity Statement::E9&ad Statement Under Florida taw,ema_ll addresses are public records.If you do not want your a-mal address released h response to a public-records request,do not send electronic mal to this entity.Instead,contact the oftke by phone or-by traditional mat.if you have any..questions,please contact 850.487.1395.-Pursuant to-Section 455.275(1),Fiorlda Statutes,.4rective October 1,2012,licensees!teased under Chapter 455,F.S.must provide the Department with an emat address if they have one.The emacs provided may be used for olDcml communication with the licensee.However emal addresses are public recon!.6 you do not wish to supply a personal address,please provide the Department with an emal 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 Acaapts: trr:7 - .(•cunt\"�':::;• 2 of 2 5/24/2016 9:58 AM EXTERIOR RESEARCH&DESIGN,I.I.C. Certificate of Authorization##9503 � ,v �� 353 CHRISTIAN STREET,UNIT#13 1 �� OXFORD,CT 06478 PHONE:(203)262-9245 EVALUATION REPORT FAX;(203)262-9243 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 roducts describ p ed herein have been evaluated for compliance with the 5 Edition 2014 Florida P ( ) Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments LABELING: Labeling shall be in:accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality.Assurance documentation changes. Trinityl ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. 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 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: caa� Robert J.M.Nieminen,P.E. '•:�`�s:'=••t cz ; ThefatsimileseatappearingwasauthorizedbyRobertNieminen, ^Jb�i it•s`�• P.E.on10/08/2015:This doesnotsene assn electroniallyslgned Florida Registration No.59166,Florida.DCA ANE1983 document.signed,seated hardcoptes have been transmitted to the ProductApproval Adminlstratorand tothe 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. Trinity I ERD is not owned,operated or controlled by any companymanufacturing 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 Trinityl ERD nor Robert Nieminen,P.E.are, in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product 6tegory: Roofing Sub-Category: Underlayment Compliance Statement: TRI-BUILT Roof U-n'derlayments, as produced by TRI-BUILT,have demonstrated compliance with the e 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 1507.2.4,1507.18,1507.2.9.2, Physical Properties ASTM D1970 mog 1507.4.5.1,1507.5.3,1507.7.3 1504.6 Accelerated Weathering ASTM G155 2065 1507.9.3 Installation Practice FRSA/TRI April 2012(04-12) 2612 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES! Enti Examination Reference -Date ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013 ERD(TST6049) Physical'Properties 540540.11.13 11/19/2013 ERD(TST6049) Physical Properties 540540.03;14 03/26/2014 ERD(TST6049) Physical Properties 544870.64.14-2 04j02/2014 EAD(TST6649) Physical Properties 544870.04.14-3 04/02/2014 ERD(7576049) Physical Properties 544870.04.14-1 04/10/2014 ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014 ERD(-rST6049) Physical Properties 543530.02.14-1-RI 05/14/2014 ERD(TST6049) Physical Properties 543530,05.14 05/28/1014 ERD(TST6049) Physical Properties 540540.10.14 10/31/2014 ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD(TST6049) Accelerated Weathering SC852.0.04.15 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. 'PRODUcrL.MSCRIPTION: 4.1 Self-Adhering Underlayments- 4.1.1 Tri-Built Sand'R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof Underlayment,with a 364nch 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-Bullt Smooth HT S/A Underlayment is a self-adhering,.glass-mat reinforced,film-surfaced;SBS modified bitumen roof underlayment. S. LlivirrAmoNs: 5.1 This is a building code evaluation, Neither Trinity I ERD nor Robert Nieminen, P.E. are, In any way, the Designer of Record for any project on which this,Evaluation Report, or previous versions thereof, is/was used for permitting or design-guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is:not for use in the HVHZ. f 5.3 Fire Class! [cation 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. EV11111800171 Report A4296D.10.12-R3 Cart1ficate of Authorization 99503 F1. Revision 3:10/026048-113 812015 Page 2 of 5 I C Y I E \bm/ I 5.4 TRI-BUILT Roof.Underlayments may be used with any prepared roof cover where the product is speci€ically referenced within FBC approval documents. If not listed,a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop the underlayments are as follows; TABLE 1: Roor-COVER OPnoNs i Asphalt Wood Shakes Underlayment Shingles Nail-On Tile Foam-On Tile Metal g,Shingles Slate Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlayment Tri-built 5/A HT TU. Yes Underlayment Yes Yes Yes Yes Yes See 5.5.1 Tri Built Smooth HT S/A yes No No Yes Yes Yes Underlayment 5.5.1 "Foam--On Tile" is limiited to use of the following Approved the"adhesives unless tensile adhesion/ long term aging data from an accredited testing laboratory is provided. i Tri-Built S/A HT'TU Underlayment with 3M12-Component.Roof Tile Adhesive AH-160(FL6332)or Dow TileBond'Roof Tile Adhesive(FL717) 5.6 Allowable substrates'are noted below: 5.6.1 Direct-Bond to Deck: !I Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A :Underlayment applied to: w Plywood; ASTM b41 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 Band-to-Insulation. j Tri,Built S/A HT TU'Underiayment applied to: ➢ Dens Deck Prime;SECURO.CK Gypsum-Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements'of the prepared roof covering manufacturer's Product Approval. For installations under foam-on tile systems,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 f or TAS 114;Appendix 1. 5.6.3 Bond to Mechanically Attached Base Laver: > ASTM D226,Type I or 11 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 FRSAJTRi April 2012(04-12). I Exterior Research and Design,Ur— Evaluation Report A42960.10-12-R3 Cert!%nate of Authorltation#9503 F116048 R3 Revision 3;10/08/2015 Page 3 of 5 TRINITY�ERD 5:6.4 Wind Resistance'for Underlayment Systems in Foam-On Tile Applications. FRSA/TRI April 2412 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems,.where the underlayment forms part of the toad-path. The following wind uplift limitations apply_ to.direct-deck underlayment'systems that are not addressed in FRSA/TRI April.2012(0442):and are used ln.foam-on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads,and reflects the ultimate:passing pressure-divided by 2'(the 2 to 1 margin.of safety per FBC.1504.9'has already.been applied). Refer to FBG 1609 for determination of design wind pressures. 5.6.4.1 Maximum Desian Pressure=-45.0 Psf. Deck: Min.15/32-inch plywood to meet projectrequirements to satisfaction of AHJ. Primer: (Optional}'ASTM D41. Underlayment: Tri-Built S/A HT TU Underiayment,.self:adhered. 5.7 Exposure Limitations: 5.7.1 Tri-Built Sand-R SA Shingle Underlayment,or Tri-Built Smooth HT S/A Underlayment shall not be left exposed for.longer than 30-days after installation 5.7.2 Tri=Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. 6. INSTALLATioN: 6.1 TRi-BUILT Roof Underiayments 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. 6.2 Re-fasten.any loose decking panels,and check for protruding.nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the.substrate(if applicable). 6:3 Tri-Built Sand-R SA Shingle Underlayment,Tri-Built SIA HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment: 6.3.1 Shall tie.installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 for the tppe.of prepared roof covering,to be installed. 6.3.2 -Non-Tile applications: While priming is optional,TRI-BUILT recommends priming the deck if the final roof cover is not.slated for installation within 24 hours. Apply sheet parallel.to the roof edge. Rollout approximately iq 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 mern,hrane'is in.plate, peel-off the release film diagonally while holding the membrane tight. Firmly.roll the membrane.into place to achieve a.bond. Horizontal seams.shouid be minimum 3=Inches; configured to shed,water. Vertical seams should be 6- inches and staggered not less-than 27ft from:vertical seams in the course below. All over-granule end-laps shall.be sealed using either heat-welding or hot air welding techniques.. When installing at slopes_above 8:12, Allied Building Products Corp recommends back-nailing in the overlap area at the top of the sheet at12-inch o.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths.Peel the release-paper and center sheet over valley or,ridge. Drape and press sheet into place, working from the center of the valley or ridge in each direction. For valleys,apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications(Tri-Built S/A HT TU Underlayment only): Reference is made to FRSA/TRI.April 2012 (04.12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. Tile shall be loaded and staged In a manner that prevents tile slippage and/or damage to the underlayment. Uterlor Research and Resign,LLC. Evaluation Report A42960.10.12-113 Certificate of Author/zodan#9509 FL26048-113 Revision 3.10108/2015 Page 4 of 5 . rrY ER D 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 noted QA agency for information on product locations covered'for F.A.C.Rule 9N-3 QA requirements. 9. QUALfty AssURANCE ENTITY-- UL,LLC—QUA9625;(314)578-3406;k.charicellor@us.ul.com -END OF EVALUATION REPORT- i Exterior Research and Design,U.G. Evaluation Report A42960.30.22-R3 Cert/jttote of Author&otfan#9503 F416048-R3 Revision 3:10/08/2015 Page S of 5 BCIS Home j Log In User Registration Hot Topics i Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Florida e Product Approval K. USER:Public User Product Anomval Menu>Product or Anplication Search>Application Lit[>Application Detail FL# FL18355-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived G Product Manufacturer TAMKO Building Products,Inc. Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644• Ext 2305 kerri—eden@tafilko.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 U 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 0� Validation Checklist-Hardcopy Received Certificate of Independence FL18355 R2 COI TBP15001.2 FBC 2014 Product Evaluation Report Shinales.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D 3161 2009 ASTM D 3462 2009 ASTMD D 7.158 2008 TAS 100 1995 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted', 12/16/2015 Date Validated 12/18/2015 Date Pending FK Approval 12/39/2015 Date Approved, 02/10/2016 Date Revised 05/0912017 Summary of Products FL.# Models 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 W.HVHZ:Yes FL.18355 R2 II TRPS Q01 2 FBC 2 J4 Producs oval atian Approved for use'outside,HVHZ:Yes Report Shingles odf Impact,ttesistant:N/A Verified By:Zachary R.Priest PE-74021 DesignPressure:N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports FL18355 R2 AE T13915001.2 FBC 2014 Product Evaluation Report Shingles odf. Created.by Independent Third Party:Yes Back Mez _ Ccontacrus:;7601 glair stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an-AA/EED employer.Copyright 2007-2013 State of Florida :4 Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are,public records.If you do,not want your e-mail address'released 7n 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'4S5.275 (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 am public record.If you do not wish to supply a personal address, please,provide the Department with an, mail address which can be made available to the.public.To determine if you are a licensee order chapter 455,F.S.,please click here,. Product Approval Accopts. Credit Card Safe Certificate of Authorization No,29524 17520 Edinburgh Dr REEK Tampa,FL 33647 TECHNICAL SERVICM LLC (813),480-3421 EVALUATION REPORT" FLORIDA BUILDING CODE 5TH EDITION(2014) Manufacturer: TAMKO BUILDING PRODUCTS Issued December 14,2015 220 West 4`"Street Joplin,SUMO 64801 (417)624-6644 Manufacturirig Plants: Joplin,MO Phillipsburg,.KS Frederick;:MD Dallas,TX Tuscaloosa,AL Quality Assurance: UL LLC(QUA9M) -SCOPE Category: Roofing Subcategory: Asphalt Shingles Code-Sections: 1507.2.5,1507,2:7.1, 1523.6.5.1 Properties: 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 IMaterials Technologies(TST5878). TAPA 17-02-01 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 Material I s Technologies(TST5878) 7AP-165702-01 TAS i00 1995 PRI Construction Materials Technologies,(TST5878) TAP-280=02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878)= TAF'-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 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1 PRI Construction Materials Technologies(TST5878)_ TAP-317;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 20084 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 D346Z 2009 UL LLC(TST96281 1 OCA50498 ASTM D 3462 2009 UL LLC�(TST9628) 10CA64882 ASTM D 31.6.1 2009 UL LLC(TST9628) 11 NK14014 ASTM A 3161 2009 ASTM D 3462 2009 UL LLC(TST9628) 12CA24551 ASTM D3161 2009 UL I I C(TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC,(TST9628) 4787043752 ASTM D 3161 2009 UL LLC(TST9628) 4787148748 ASTM D 7,158 2008d ASTM D 3161 2009 ASTM D 3462 2009 TBP15001 2 FL18355-R2_ Page 1 of 11. This'evaluation report is provided for State of Flodda 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 TECHNICAL 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-Se6t 12-1/4"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 7158,Class H self-sealing, 3-tab'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. 59'-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"i ASTM D 3161, Class F and ASTM D 1158, Class H fiberglass (Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg'-& complying with ASTM D 3462. Tuscaloosa) Heritage®Premium 12 x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick) la I minated architectural asphalt shingle.surfaced with mineral.granules complying with ASTM D 3462. Heritage@,Vintage@ 17-1/2"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@ Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7168, Class H'fiberglass (Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with.ASTM D 3462. Heritage@ Woodgate 12" x 36-3/8", 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 ngles 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@ Hip and 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 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. BUILDING PRODUCTS liCREEK " TAMKO Asphalt Shingles TF—cHNICAL SERVICES,LLC INSTALLATION Elite Glass-Seal® Basic Wind Speed(Vwt): Max.194 mph (Frederick,Joplin& Basic Wind Speed(Vasd): 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. 15/32 in. plywood existing (Frederick,Joplin Non- construction, HVHZ)A Tuscaloosa) Deck(Non.-HVHZ): In accordance with FBC requirements; Solidly sheathed-min. 15/32 in., plywood or wood plank for new construction;Min.7116 in.OSB existing construction. Underlayment: In accordance with FBG requirements. Min.slopp: 2:12 and in accordance with FBC requirements. Refer to the manufacturers 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): Installedwith5-118-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. . G Nailing --- ------------- ......... --- Area i, T 5-1/8" Butt Edge Figure 1. Elite Glass-Seal&Glass-Seal. 4'Nail Pattern(Non-HVHZ only) NAILS Nailing . ......... ........ . ............... Me ..... .............Z....... �j5- 703 51181, Butt Edge Figure 2. Elite Glass-Seal&Glass-Seat 6 Nail Pattern TBP15ob1.2,, 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 TECHNICAL SERVICES,LLC HeritageO Basic Wind Speed Nut): Max.194 mph (Dallas,Frederick,Joplin, Basic Wind Speed(Vsd): Max. 150 mph PhillipsburgA Tuscaloosa) *Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19132 in. plywood or wood plank for Heritage®Premium new construction; Min. 15/32 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) Underlayrrient: 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 5-5/8 in. exposure in accordance with RAS 115 and manufacturer's- 'published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (N6n-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"4 Nail Pattern"or"6 Nail Pattern"detailed below. FASTENERS NAIL ZON E COMMON 0/BOND 6m1/8" EXPOSURE&6/8" 12-3/8" Figure 3. Heritage@, Heritage@ Premium,and Heritage@ Woodgate(Dallas) 4 Nail Pattern (non-HVHZ only) FASTENERSNAILZONE COMMON BOND EXPOSURE 5-5/8" Figure 4. Heritage@&,Heritage@ 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,i..l_C NAIL ZONE! ASTENERS;P COMMON BOND I 6-1f8" E�IPOSURE 5 5!8" 1" �7-1J2+7-1/2'+7-3f$+-1/2+o1/2A f Figure&. Heritage@ Woodgate 6 Nail Pattern i i i i i i '�.-(�r.'Q Gommon Bond FASTENERS " co s'► '3.:.�,: '.`+s+`''x`'vti�` .lP":};':; ^v "rr'; Sf':.r.5'?:^vr%:"%�'.��'s :,�,3MS�:M _._. A N CO tooCL r +W -.39-318"- Figure 39-316"Figure 6. Heritageg,Heritage®Premium, &Heritage®Woodgate Alternate 6 Nail Pattern PAINT LINE i 7-718" -NAIL ZONE EDGE OF COMMON BOND EXPOSURE ACCEPTABLE FASTENER LOCATION C10 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 TBP15001.2 171-18355-132 Page 5 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: i T�n BUILDING PRODUCTS CREEK Asphalt Shingles TsCHrmxoAL SERVICES,-LLC Premium Basic Wind Speed Max.1B4mph (Frederick)e(Frederick) Basic Wind Speed(/aw): Max.1 50 mph Deck(HVHZ): In rdavithFBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Oeoh(Non'HVHZ): In ucondan with Fuurequirements; Solidly sheathed min. i@32inplywood orwmndp|ankfor new uonobuoUon,'NUn.T/18in.OSB existing construction. Underlayment: m�tcurdoncewith F8Cneqrequirements. Mio.,sloo� 212and inaono�onnewbhF8Creq�name�o.� Refer to � the manufacturer's application instructions when installing shingles at toater#ha 2112 / |notaib${on(HVHZ): �a�Uodwhh5i uinacco�onoawUhRAS 115 | and manufacturer's published installation. ioeUnctiono. i Shingles shall beattached using "6 Nail Pattern" detailed bubm« Installation (Non'HVHZ)' Installed with 5 in. exposure, in, oonondonoa with F8C ' requirements and manufacturer's published installation instructions' Shingles shall be attached using ditli&"4 Nail Pattern"or^8Nsi\Pattenm detailedbelow. NA|LZoNE/ | ' NBOND ! ' -- . ' . f aPOSURE Figure 8. | 4Nail Pattern (nwom-HVHZonly) / NAL ZONE/ FASTENERS COMMON BOND � txp51/211 SURE o Figure-9. BeritaQeO Premium,(Frederick) 6 Nail Pattern ' 1 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 SERVICES,LLC Heritage@)Woodgate Basic Wind Speed(Vut): Max.194 mph (Frederick) Basic Wind Speed(V rd): Max. 150 mph 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. Underlaymerit: 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 10 EXPOSURE V, 11 1111 Figure 10, Heritage®Woodgate(Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONFJ COMMON BOND FASTENERS T T r EXPOSURE ULE Figure 11. Heritage®Woodgate(Frederick) 6 Nail Pattern TBPI5001.2 FL18355-R2 Page 7 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 throubhout1he 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. ��,H���� TA�KoBu�o�o�m�mu{�S ���������� Asphalt Shingles TsCeNmzAL SERVICES,LLC Hehtagge Viotage@ Basic Wind Speed(V\w) Max. i94mph, (Phillipsburg) 8aoioVNndSpeed(V\ou): Max. 15Omph Dunk(H\81Z) !naccordance with FBCrequirements; Solidly sheathed min. 1032 in. plywood or wood plank for new construction; 'Min. 1582 in. plywood existing construction. Deok(Non'HVHZ): In accordance with FBC requirements; Solidly sheathed min.:15/32 in. plywood or wood plank for new construction;Min.7/16 in.OSS existing construction. Underlayment. In accordance with FBC requirements. Min.-'slope: 2:'- ��ndin the man m� �- ��applicationi requirements.ions when installing Shingles at slopes greater ! Installation Installed with 5 in. exposure im-accordance with RAS 115 and manufadopoha publishinstallationnhedinstallationm�r cNonb. . shaUbeattached using "] Nail Pattern" detailed ^e.`~.. Installation (Non'HVMZ) Installed with 5 in. expopuna in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall beattached using either"5Nail Pattern"nr"GNail Pattern"detailed below. -40 Exposure / . Festeners Exposure Figure 12. Heritage@ Vintage@) 5 Nail Pattern (non-HVHZ only) JIM NoUh no ` | � . ` i Figure 13. Haritmga@ Vintage 6Nail Pattern 8355-R2 Page 8oy1I This evaluation report is provided for State of Florida product-approval under Rule 61 G20-3. The manufacturer shall notif�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 Hip&Ridge Basic Wind Speed(V,A,): Max. 194 mph (Frederick&Joplin) Basic Wind Speed(V,sd): 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.OSB existing construction. Linderlayment: 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. Direotiotn of prevailing wind :Start 5-1/8" exposure here- I LI Start Figure 1 here 5.1/8"exposure ivy IS �1 Fastener C Fastener "-5-5/811 �-518, Figure.2 � Figure 3" Figure 14. Hip&Ridge(Frederick&Joplin) TBP15001.2 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. fABUILDING-PRODUCTSCREEK BUILDING-PRODUCTS Shingles, TECHNICAL SERVICES,LLC Vintage@)Nip&Ridge Basic Wind"Spee d(Vol): Max.194 mph (Phillipsburg) Basic Wind Speed(Vasa): 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 k(N on-HVHZ): In accordance with FRC requirements; Solidly sheathed min. 15/32 in, plywood or wood plank for new construction;Min.7116 in.OSB'existIng construction. Underlayment: In accordance with FBC requir6rnents. Min.slope: 2:12 and in accordance with FBC requirements. installation: Installed with 5 inch exposure in accordance with the FBC and manda ckire(s published installation instructions.. The direction of the exposed end shall be away from the prevailing Wind. Direction of preVailing wind Start V exposure Fn] Start here 511 exposure Figure I stener Fastener fl 1/2' 5-1/2 Figure.2 Figure 3 Figure 15. Vintage@ Hip&Ridge(Phillipsburg} TBP15001.2 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 SERVICES,LLC UwAtioN+s I) Fire Classification Js 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 ioads 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) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof height of 33-ft or less. 5) beck substrates shall be dielan', city, and free from any irregularities and debris. All fasteners in the deck shall be checkedfor protrusion and corrected.prio(to,underlaym6nt application. 6) Shingles shall be installed starting 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 FBC, and the manufacturers 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. % R 2015.12.14 %% c,E N& No 74021 13:44:19 -05'00' TE OF .:J'U STA -Z %00 40 r %Z- Zachary R.Priest,P.E. N Florida Registration No.714021 A\- % Organization No.ANE9641 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,LLCMs 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 financial 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 TBP15001.2FL18355-R2 Page 11 of 11 This evaluation report is provided for State of Flo-rida 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 attributes4hat are not specifically addressed herein.