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HomeMy WebLinkAboutProduct Approval odda Building Code Online https:/lwww.fondabuilding.org/pr/pr_app_dd.aspx?paraM=wGEVX... 4*owl} SCIS Nome tog to User Re9lstr*1Dn Mot Topics WWW Surcharge Stats d Facts hjt*fbns Fac Staff acm Sae 14" ur" Search Bllsirles5 '('0" Approval ProfessionalUSEC PuDk User product 4p$cyai.Kq to>pmtt[+ct ar{WpkaWn_Wrrti>App8*Iqn List>App"W"Wall aim FL# FL16048-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer TRI-BUILT Roofing Products Address/Phone/Emaii 9050 Louisiana Street Merrillville,IN 46410 (201)842-2449 david.ruin@ tribuiltmaterialegroup.com Authorized Signature David Ruiz david.ruiz*tribuiitmateriaisg roup.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford,N)07073 (201)842-2449 david.ruiz*tribuiltmateriaisgroup.com Quality Assurance Representative Address/Phone/Email 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 er v vi tine^ pof Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2009 ASTM G155 2005 FRSA/'rR1 April 2012(04-12) 2012 TAS 103 1995 142 5/24/2016 9:58 AM orida Building Code Online https://www.flotidabuilding.org/pr/pr_app_ O.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 it Modal,Number or Name Description 16048.1 TRI-BUILT Roof Underlayments Self-adhering,modified bitumen roof underlayments Umits of Use installation Instructions Approved for use In HVHZ:No FL16048._R3 11 201.5 10 FINAI_ER TRL- Approved for use outside HVHZ:Yes 6UI,—_JND,ERLAYMEN75_FLj6048-R3.pdf Impact Resistant:N/A Verified By: Robert Nleminen PE-59166 Design Pressure: +N/A/-45 Created by Independent Third Party:Yes Other: 1.)The design pressure noted herein pertains to use Evaluation Reports of foam-on tile systems overtop the self-adhering F_16]48S_R3_AE- 2015_10, FINAL ER underlayment for one particular application.See ER Section B 1LT UNC>ER.LAYMEh:T5- Fr 1 5 48 k- rrf 5.6 for details.2.)Refer to ER Section 5 for other Umits of Created by Independent Third Party:Yes Use. 1'Back: Next contact.Us::1940Au11JLMQrz^e Street.Alatrassee FL32399 phone:850-487-1624 The State or Fbrtda is an AN EEO empbyer.f.Op rQK2 7-_201.3.513te.-S2CEl2Wd,::"Mo Statement:::grSe ,.3t@WM"::!ieN00_SWemcnt Under FbrWa law,emal addresses are public records.It you do not want your a-mal address released In response to a pudic-records request,do not send electronic mat to this amity.Mead,contact the oltice by phone or by traditional mat r you have any questions,please Contact 850.487.1395.-Pursuant to Section 455.275(1),Fbrtle Statutes,~1ve October 1,2012,kensees licensed under Chapter 455,F.S.must provide the Department with an emas address If they have one.The enkals provided maybe used for official communication with the', - .However emal addresses are public record.If you do not wish to suppM a personal addrm,pkat provide the Department with an enrol address which can be made available to the pubic.Tb determine if you are a kensee under Chapter 455,F.S.,please dirk bSB-. Product Approval,Accepts-. .�-- of MA 2 of 2 5/24/2016 9:58 AM EXTERIOR RESEARCH&DESIGN,I.I.C. Certificate of Authorization#9503 � .. ,. �� 353 CHRISTIAN STREET,UNIT 1113 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 products described herein have been evaluated for compliance with the S`t' Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments LABEumG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUEDCOMPLIANCE: 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 IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION:Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5. Prepared by: Robert J.M.Nieminen P.E. ter.c3 0:'••""s?,�; The fait;" mite seat appearing was auchoraed oy Rotnn himminen ' �� ` P.E.on 10/0g/2015.This does not serve as an e"rwicaliy signed Florida Registration No.59166,Florida DCA ANE1983 document,signed,seated harcicapies have been transmitted To the Product Approval Administrator and to the named them CERTIFICATION OF INDEVENDENCE: 1. TrinitylERD 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. 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 unless retained specifically for that purpose. 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 1507.4.5.1,1507.5.3,1507.7.3 1504.6 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: Entrtv Examination Reference Date ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013 ERD(TST6049) Physical Properties 540540.11.13 11/19/2013 ERD(TST6049) Physical Properties 540540.03.14 03/26/2014 ERD(TST6049) Physical Properties 544870.04.14-2 04/02/2014 ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014 ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014 ERD(7576049) Physical Properties 544870.04.14-4 04/10/2014 ERD(TST6049) Physical Properties 543530.02.14-1-RS 05/14/2014 ERD(TST6049) Physical Properties 543530.05.14 05/28/2014 ERD(TST6049) Physical Properties 540540.10.14 10/31/2014 ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 UL,I.I.C.(QUA9625) Quality Control Multiple-Listing 916814 09/04/2015 UL,I.I.C.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017 4. PRODUCT DEScRiPTION: 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 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 5/A Underlayment is a self-adhering,glass-mat reinforced,film-surfaced,SBS modified bitumen roof underlayment. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither 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. 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 A42960.10.12-R3 Certlf&vte o/Authoritotlon#9503 FL16048-R3 Revision 3:10/06/2025 Page 2 of 5 TRINITY 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: TABLE 1: ROOF COVER OPTIONS Underlayment I Asphalt Nall-On Tile Foam-On Tile I Metal Wood Shakes Slate Shingles &Shingles Tri-Built Sand-R SA Shingle i Underlayment Yes No No No Yes Yes Tri-Built S/A HT TU Yes Underlayment Yes Yes See 5.5.1 Yes Yes Yes — -- - Tri-Built Smooth HT S/A YesNo 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-Built S/A HT TU Underlayment with 3M'"2-Component Roof Tile Adhesive AH-160(FL6332)or Dow TileBond'Roof Tile Adhesive(FL717) 5.6 Allowable substrates are noted below: S.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: i 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: .r Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam-on the 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 J. 5.6.3 Bond to Mechanically Attached Base Laver: ASTM D226,Type I or If 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,LLL Evaluation Report A42960.10.12-R3 CerUJkote of Authorization#M3 FL16048-R3 Revision 3:10/08/2015 Page 3 of S TRINITY- KI 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRl April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on Lite systems,where the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck underlayment systems that are not addressed in FRSA/TRl April 2012(04-12)and are used in foam-on the 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 FBC 1604 for determination of design wind pressures. 5.6.4.1 Maximum Design Pressure=-45.0 ps€. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHI. Primer: (Optional)ASTM D41 Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. 5.7 Exposure imitations: 5.7.1 Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT 5/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. Nsrnt wiow 6.1 TRI-BUILT Roof Underlayments 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-Bunt Sand-R SA Shingle Underlayment TrI--milt SIA HT TU Underlayment or Tri-Suiit Smooth HT SIA Underlayment: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment In FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Non-Tile applications: While priming is optional,TRI-BUILT recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel-off the release film diagonally while holding the membrane tight. Firmly roll the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6- inches and staggered not less than 2-ft from vertical seams in the 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 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 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 the slippage and/or damage to the underlayment. Exterior Research and Design,LIC, Evaluation Repot A42960.10.12-R3 Certtreate of Authorization#MOO F L16048-R3 Revision 3:10/08/2015 Page 4 of 5 TRINITY EN 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. QUALITY ASSURANCE ENTITY: UL,LLC—QUA9625;(334)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- Exterior Research and Design,LLC. Evaluation Report A42%0.10.12-R3 cerWkate of Authotiratlon#043 FL16046-R3 Revision 3:10/08/2015 Page S of 5 til � SCIS Nome Log In User Registration Hot Topks Submit Surcharge Stats&Facts Publications Fac Staff OCIS Site Map Links Search ri�� r {. Product Approval ��\�I��US[R:Public Userdop . >r•.r-rj 1_l,_,>Application DEtAiI � s; FL# FL18355-R2 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 kerri_eden @tamko.co m Authorized Signature Kerri Eden kerri_eden@tam ko,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 Ucense PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist-Hardcopy Received Certificate of Independence 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 1 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 Summery 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 rf I< ;.5:, y' 2_, � Approved for use outside HVHZ:Yes 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 Created by Independent Third Party:Yes Lr'ack �Maz� Contact us'!2601 Blair Stone Road.Tallahassee FL 32399 Phone:850.487-1824 The State of Florida Is an AAJEEO employer.Copvnoht 20074013 State of Florida.::Privacy statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.It you do not want your a-rnao 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 nail.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 emacs 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,Aprloval Accepts: �r` WS w:re^I a Credit Card Safe X or Certificate of Authorization No. 29824 CREEK 17520 Edinburgh Dr Tampa,FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T"EDITION(2014) Manufacturer: TAMKO BUILDING PRODUCTS Issued December 14, 2015 220 West 4" Street Joplin,MO 64801 (417)624-6644 Manufacturing Plants: Joplin, MO Phillipsburg,KS Frederick,MD 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: 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(TST587B) 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-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 2008d UL LLC(TST9628) 06NK03B98 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) 10CA50498 ASTM D 3462 2009 UL LLC(TST9628) 10CA64882 ASTM D 3161 2009 UL LLC(TST9628) 11NK14014 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC(TST9628) 12CA24551 ASTM D 3161 2009 UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC(TST9628) 4787043752 ASTM D 3161 2009 UL LLC(TST9628) 4787148748 ASTM D 7158 2008d ASTM D 3161 2009 ASTM D 3462 2009 TBP15001.2 FL18355-R2 Pagel 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. E I� TAMKO BUILDING PRODUCTS jA Asphalt Shingles TECHNICAL SERVICES. LLC PRODUCT DESCRIPTION Elite Glass-Seal® 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 12-1/4"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-Seal 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. Shinoles 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" x 36". 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® 17-1/2"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 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®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. TAMKO BUIL CREEK R G�" DING PRODUCTS a Asphalt Shingles TECHNICAL SERVICES, LLC INSTALLATION Elite Glass-Seal® Basic Wind Speed(V j,): Max. 194 mph (Frederick,Joplin& Basic Wind Speed(V.d): Max. 150 mph Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements, & Solidly sheathed min. 19132 in. plywood or wood plank for Glass-Seal new construction; Min. 15/32 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 5-1/8-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 Nal'll !................... .........._. ............. 6-7ff .... ..._. .- Area _. ...................................... ...................... ........_ ....._.. . . . 1 But#Edge Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Pattern (Non-HVHZ only) NAILS r.........................r.........................--._.�......* - 65-7/811 NailingButt 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 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. C R E E K TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LI-.0 Heritage® Basic Wind Speed(Vu,): Max. 194 mph (Dallas,Frederick,Joplin, Basic Wind Speed(Vasa): Max. 150 mph Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for Heritage®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: 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 5-518 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 5-5/8 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 ZONE COMMON BOND iF I I 6-1/811 FEXPOS U R E 6-6/8" 12-1/2" 12-3/8" - - 12-1/2'L-� �-1" Figure 3. Heritage@, Heritage@ Premium, and Heritage@ Woodgate(Dallas) 4 Nail Pattern (non-HVHZ only) FASTENERS NAIL ZONE COMMON BOND 6-1 " EXPOSURE 5-5/8" 1'� �4-7-112"�-7-1/2"-►� 7�/8"-�-7-i/2"-►�-7-112"-►� �—i" Figure 4. Heritage@& Heritage@ Premium 6 Nail Pattern TBP15001.2 FI-18355-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. R E E iP TAMKO BUILDING PRODUCTS j`� Asphalt Shingles TECHNICAL SERVICES. LLC NAIL ZONEI ASTENERS COMMON BOND _.,g�� 6-"' RE 5 5J8" Figure 5. Heritage®Woodgate 6 Nail Pattern 1"11- 12.112" --* t Common Bond T -- FASTENERS— A Un o I Lh CL , w ----- --- -- -- 39-318" Figure 6. Heritage®, Heritage®Premium, 8 Heritage®Woodgate Alternate 6 Nail Pattern PAINT LINE. 7-7181 --- -- - - --------------------------------------------------..-..... _ --NAIL ZONE _EDGE OF COMMON BOND EXPOSURE 5-5181 ACCEPTABLE FASTENER LOCATION ff DO NOT FASTEN r ALONG EDGE OF ..-.............. .......... COMMON BOND PREFERRED FASTE NE R 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 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 Heritage®Premium Basic Wind Speed(Vot): Max. 194 mph (Frederick) Basic Wind Speed(Vasil): 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. 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 Pattem"detailed below. NAIL ZONE/ FASTENERS /COMMON BOND 51/2" v I IXPOSURE 5" 11"—►� 12" --► - 11 1 tt Figure 8. Heritage®Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ FASTENERS :J/COMMON BOND 51/2" EXPOSURE 5" 1 � �111-91/2��W+— 9"—+3tt 91/22If-1 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. REEK E E TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Heritage®Woodgate Basic Wind Speed(VW,): Max. 194 mph (Frederick) Basic Wind Speed(Vaw): 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. 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 T Nail Pattern"detailed below. NAIL ZONE/ Ae FASTENERS COMMON BOND T 5-1/2" EXPOSURE 5" 1'l �— 11" —►�-12-3/8"--+-- 11" —� k-1" Figure 10. Heritage®Woodgate(Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE! STENERS COMMON BOND ;q/T FA 1 5.117' EXPOSURE 5° 1"� �" 9-1/2"-►�3'�8�/8"�3�9-112"� �F1" 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. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES. LLC Heritage®Vintage® Basic Wind Speed(Vut): Max. 194 mph (Phillipsburg) Basic Wind Speed(Veld): 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.7116 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Mn.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"5 Nail Pattern"or"6 Nail Pattern"detailed below. wtch F•. Fasenc,s 17 lrf' Ex1v�su rs f�43•s—�" �-14;,1'�-1 Figure 12. Heritage®Vintage® 5 Nail Pattern (non-HVHZ only) r4& bp=R NOUA y Fi�n"`R Nov v-1a i bra i t-sre�--•�+—�-H' :-br �-ens—.f.._r� ,- -v r 1b1M' h- iitK Figure 13. Heritage®Vintage' 6 Nail Pattern TBP15001.2 FL18355-R2 Page 8 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. MTAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL.SERVICES, LLC Hip&Ridge Basic Wind Speed(Vw): Max. 194 mph (Frederick&Joplin) Basic Wind Speed(Vwd): 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. 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 5-118" exposure here— Start Figure 1 here 5-1/8"exposure ...i Fastener Fastener Figure 2 1/4" 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. CREEK TAMKO BUILDING PRODUCTS j'S a 1 Asphalt Shingles TECHNICAL SERVICES, LLC Vintage®Hip&Ridge Basic Wind Speed(V,,,): Max. 194 mph (Phillipsburg) Basic Wind Speed(Vale): 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. Underlayment: In accordance with FBC requirements. Min.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 5" exposure here- •1 Start Figure 1 5" exposure � Fastener Fastener ' ~5-1/2" j r'"-51/2„ A Figure 2 1/4rs Figure 3 Figure 15. Vintage®Hip&Ridge (Phillipsburg) TBP15001.2 FI-18355-R2 Page 10 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. TAIVIKO BUILDING PRODUCTS CREEK Asphalt Shingles A TECHNICAL SERVICEs. LLC Umrwms 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) Classification to 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 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 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 5"'Edition(2014)as evidenced in the referenced documents submitted by the named manufacturer. t%%11111111111 R p 2015.12.14 • r,E N S No 74021 /�I t� 13:44:19 -05'00' -13 STATE OF QJ xN Al Zachary R.Priest,P,E. 4 0 R1DC N * Florida Registration No. 74021 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,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 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 TBP15001.2 FL18355-R2 Page 11 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.