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HomeMy WebLinkAboutProduct approvals212612020 Florida Building Code Online ii; t: `moi Business a Professional Regulation Submit Surcharge Stats Facts Publications Contact us 13CIS Site Map Links Search 905 Home Log In :user Registrauan hotTopics :a.or _ uct Approval USER: Public user p > pr.�duct or App iguon search > Appllcatian ust > Application Detail r . FL * - Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL2569-R17 Revision 2017 Approved ST u7--" Soprema, Inc. (Canada) 1640 rue Haggarty Drummondville, NON -US 00000 (319)478-2400 memathieu@soprema.ca Marc -Etienne Mathieu memathieu@soprema.ca Marc -Etienne Mathieu 1638 Jean-Berchmans-Michaud Drummondville, NON -US 00000 (819)478-2400 Ext 3327 memathieu@soprema.ca Jean -Francois Cote, Ph.D. 1640 rue Haggarty Drummondville (888) 611-3145 jfcote@soprema.ca Roofing Underlayments Evaluation Report from a Florida Registered Architect or a licensed Florida Professional Enoiineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert J. M. Nieminen Evaluation Report PE -59166 Florida License Quality Assurance Entity UL LLC D7/16/2020 Quality Assurance Contract Expiration Date validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL2569 R17 COI ;Q19 01 CQ NEI MIN —P -4f Year Referenced Standard and Year (of Standard) Stan ASTM D1970 2015 2011 ASTM D4798 2006 ASTM D6163 2011 FM 4474 FRSA/TRI April 2012 (04-12) 2012 2012 UL 1897 h€tps:li loridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtD(IsKOFEnckB10&l=rxlUd3xYldim5DHmBOirHHIZrZrmt%2bA'1,3d %3d 112 2/26/2020 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/14/2019 [late Validated 08/14/2019 Date Pending F13C Approval 08/17/2019 Date Approved 10/15/2019 Date Revised 02/12/2020 FL 9t ' Model, Number or Name .2569.1 i Soprema Roof Underlayments Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/ -150 other: 1.) Refer to ER Section 5 for Limits of Use. 2.) The design pressure noted herein pertains to underlayment systems used beneath adhesive -set We systems. Refer to ER Section 15.6.4 for details. Description Self adhering roof underlayments installation. Instructions F 256 R17 11 2019 06 FINAL ER FL2569- 17__P f Verified By: Robert Nieminen, P.E. PE -59166 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes W Contact Us :: 2691 91air Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AAfEEO employer. Copyright 2007- 13 State of Florida- := Privac Statement :: Acce!nabili Statem nt :: Refund Statement lander Florida law, email addresses are public records. if you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. instead, contact the office by phone or by traditional mail. if you have any questions, please contact 050.497.1395. *Pursuant to Section 455.275(l), Florida Statutes, efFective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for ofrrcial communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, pSease 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 Appl��m�Y-�a211 Accepts. ® � 4__. lit a Credit Cara Safe https:llfloridabuilding.orglprfpr app dtl.aspx?param=wGEVX4wtDgsKQFEnckB108FrxlUd3xYldim5DHmBOirHHIZrZrmt%2bA°lo3d%3d 212 torm 1 etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY Suprema, inc. Evaluation Report 518010.06.09-1115 FL2569-R17 1640 rue Haggerty Date of Issuance: 06/15/2009 Drummondville, Quebec 12C 5P8 Canada Revision 15.06/19/2019 (819) 478-2400 (Y7 SCOPE: the applicable rules and regulations governing the use of This Evaluation Report is issued under Rule 61G20-3 and 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 61h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Soprema Roof Underlayments LABELING: Labeling shall be in accordance with the requirements of 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. of any changes to the product(s), the Quality Assurance or the production facility location(s). MEMO I etc. 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 "NEMOIetc. 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 8_ Prepared by: The facsimile seal appearing was authorized by Robert .� Robert J.M. Nieminen, P.E. Z �fi 4 Nieminen, P.E. an 06/19/2M. This does not serve as an Florida Registration No. 59166, Florida DCA ANE1983 '�,r. ; ` electronically signed document. CERTIFICATION OF INDEPENDENCE: 1, NEMO ETC, LLC 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. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. S, 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. ancial interest in any other entity involved in the approval process of the 4_ Robert Nieminen, P.E. does not have, nor will acquire, a fin product. 5. This is a building code evaluation. Neither NEMOI etc. nor Robert Nieminen, P.E. are, in anyway, 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. 0 NEMO I etc. ROOFING COMPONENT EVALUATfON: Product Category: Roofing Sub -Category: U nderlayment Compliance Statement: Roof lUnderlayments, as produced by Soprema, have demonstrated compliance with the following sections of the 6`" Edition (2017) 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. Section 1504.3.1 1504.3.1 1507.1.1, 1507.2.9.2, 13905.1.1, R905.2.8.2 1507.3.3, R905.3.3 FRSA/TRI Aprii 2012 (04-12) TAS 110 Entitj ERD (TST6049) ERD (TST6049) ERR (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) M -D (CER1592) ICC -ES (EVL2396) NEM0 (TST6049) NEMO (TST60491 NEMO (TST6049) PRI(TST5878) Soprema, Inc. (PDM3511) UL, LLC (QUA9625) UL, LLC (QUA9625) NEMO ETC, LLC Certifrcate of Authorisation 7#32455 Fro a Standard Year Wind Resistance FM 4474 2011 Wind Uplift UL 1897 2012 Physical Properties ASTM D1970 2015 Physical Properties FRSA/TRI April 2012 2012 Physical Properties ASTM D6163 2008 Accelerated Weathering ASTM D4798 2011 Examination Reference Date Wind Resistance 2778.07.05 07/15/2005 ASTM D1970 / TAS 110 (QC) 531370.03.10-1-R1 04/07/2010 FRSA/TRI 04-17 (OH) 511150.05.09-R2 10/05/2010 ASTM D1970 (OH) 537210.11.11 11/09/2011 ASTM D1970 (MS) 537210.12-11 12/01/2011 ASTM D1970 (MS) S40540.02.13-1 02/19/2013 FRSA/TR1 04-12 (MS) 543530.02.14-1-131 02/21/2014 ASTM D1970 (BC) 544870.04.14-2 04/02/2014 ASTM D1970 (QC) 544870.04.14-3 04102/2014 ASTM D1970(OH) 544870:04.14-1 04/1.012014 ASTM D1970 (MS) 544870.04.14-4 04/10/2014 ASTM D1970 (OH) 540540.10-14 10/31/2014 Tensile Adhesion / Long Term Aging 50PC-SC7645.02.15 02/13/201S Accelerated Weathering S0PC-SC8520.04A4 04/27/2015 Wind Resistance SOPC-SC14045.05-17-131 06/07/2017 06128/2018 HVHZ Compliance 18-0329.03 03/01/2017 2.015 IBC Compliance ASTM 01970 / TAS 110 (QC) ESR -1524 SOPC-SC8970.08.15-R1 04/25/2018 Wind Resistance 4-SOPC-18-003.08.18 08/27/2018 ASTM D4798/D1970 (OH & MS) 4S-SOPC-18-002.05A9,A 05/31/2019 ASTM D1970 (MS) SOP -064-02-01 12/0312013 Equivalency Declaration SA SMOOTH PLY 40 06/29/2015 Quality Control MLA File No. 827605 05/08/2019 Quality Control Service Confirmation 07/18/2017 Evaluation Report 518010.06.09-1115 61°` EDITION (2017) FaC N0N-HVI4Z EVALOATFON FL2S69-1117 Saprema Roof Underlayments Revision 15: 06/19/2019 Page 2 of 8 - Speci7April Product 4.1 Lastobond TU HT 4.2 Lastobond Shield 4,3 Drummondville, QC RESISTO SA SMOOTH PLY Drummondville, QC 40 4,4 Lastobond Shield HT 4.5 ASTM D1970 Lastobond Pro HT -N 4.6 Drummondville, QC Lastobond Pro HT -5 4.7 EnviroShield 4.8 Gulfport, MS Lastobond 195 4.9 Lastobond Eaves Drummondville, QC Protection Sheet 4.10 Lastobond Eco 4.11 Wadsworth, OH Lastobond Smooth Seal Gulfport, MS HT 4,12 PrimeSource Grip -Rite Gulfport, MS Smooth Seal HT 4..13 RESISTO LB1236 4,14 PrimeSource Grip Rite i Eave & Valley Protector 4.15 RESISTO LB1244 4.16 Colphene FR GR - Speci7April Plant(s) ASTM Dd Gulfport, MS FRSA/TR312 ASTM D1970 Drummondville, QC ASTM 01970 Drummondville, QC ASTM D1970 Drummondville, QC ASTM D1970 Drummondville, QC ASTM D1970 Drummondville, QC ASTM D1970 Drummondville, QC ASTM D1970 Gulfport, MS Wadsworth, OH ASTM D1970 Gulfport, MS Wadsworth, OH Drummondville, QC ASTM D1970 Gulfport, MS Wadsworth, OH ASTM D1970 Gulfport, MS Wadsworth, OH ASTM 1)1970 Gulfport, MS Wadsworth, OH ASTM D1970 Drummondville, QC Gulfport, MS Wadsworth, OH ASTM D1970 Drummondville, QC Gulfport, MS Wadsworth, OH ASTM D1970 Drummondville, QC Gulfport, MS Wadsworth, OH ASTM D1970 and Gulfport, MS ERSA/TRI April 2012 Wadsworth, OH ONEMOletc. Description self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment self -adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment available in two widths; 36 and 45 inch self -adhering, woven polyethylene surfaced, 5135 modified bitumen roof underlayment self -adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof underlayment self -adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment available in two widths; 36 and 45 inch self -adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof underlayment self -adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof underlayment self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen roof underlayment self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen roof underlayment self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment self -adhering, glass -mat reinforced, sand --surfaced, SSS modified bitumen roof underlayment self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment self -adhering, fiberglass reinforced, granule - surfaced, SBS modified bitumen roof underlaymer 5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. Evaluation Report 518UIoxii.09-R15 N€M O ETC, LLC FLZ569-1117 Certificate of Authnrization #32455 G"� EpITI So rerna Roof P nderlay ones TION Revision 15: 06119/2019 Suprema Roof Underlayments page 3 of 8 6/3/2020 y L SCIS Hume Log In user Registration Hot Topics Florida Building Code Online Submit Surcharge Stats & Facts Publications Contact Us BCIs Site Map Links Search dP Floriaa 4Product ApprovalUSER: Public User r Product Approval Menu n Product or Miicatior Search n Application List > Application Detail iFL # FL18355 RS r� I 04" Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products LLC Address/Phone/Email PO Box 97 Galena, KS 66739 (417) 624-6644 Ext 2305 kerri eden@tamko.com Authorized Signature Kerri Eden kerri_eden@tamko.com Technical Representative Kern Eden Address/Phone/Email PO Box 1404 Joplin, MO 64602 (417)624-6644 Ext 2305 kerr'i—eden@tamko.com 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 the Zachary R. Priest Evaluation Report Florida License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/18/2021 Validated By Locke Bowden P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL18355 R5 COI TBP1.5001.5 2017 FBC Eva[ Report Shingles fnal.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D 3161 2016 ASTM D 3462 2010 ASTMD D 7158 2011 TAS 100 1995 Equivalence of Product Standards Certified By Approved Testing Lab FL18355 R5 Epuiv UL letter for standards for FBC 2017.pdf https:/Ifloridabuilding.org/prlpr_app_dtl.aspx?param-wGEVXQwtDquvosrHazGXQW83MPT3uofKkMlf%2br3jwmC7g7d%2b7h! yTQ°1°3d%3d 112 6/3/2020 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL l 18355.1 Method 1 Option D 02/11/2020 02/11/2020 02/16/2020 04/07/2020 Model, Number or Name description Elite Glass -Seal, Heritage, Heritage 11 ASTM D 3462 asphalt shingles and hip and ridge shingles Premium, Heritage Woodgate, Heritage Vintage, Hip and Ridge, and Vintage Hip and Ridge Shingles Limits of Use I Approved for use in HYHZ: Yes Approved for use outside HYHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation instructions FL18355 R5 II TBP15001.5 2017 FBC Eval Report Shingles €inal.pd€ Verified By: Zachary R. Priest PF -74021 Created by Independent Third Party: Yes Evaluation Reports F1 18355 R5 AF TBP15001.5 2017 FBC Eval Report Shingles iLaa. pdf I Created by Independent Third Party: Yes Contact US 2661 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-18 4 The State of Florida is an AA/FEL) employer. Cir pyUght 2007-20 3 State of Florida.:: Privacy Statement :: Accessibility Statement :; Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are. a licensee under Chapter 455, r.S., please click here . Product Approval Accepts: MPW__1ei,.I±f=l Credit Card Safe https:llfloridabuilding.org/prlpr_app dtl.aspx?param=wGEVXQWtDgwosrHazGXQW83MPT3uofKkMit0/02br3jwmC7g7d°/`2b7hFyTQ%3d%3d 212 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS LLC 198 Four States Drive Galena, KS 66739-0097 (417) 624-6644 Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick, MD Dallas, TX Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 FLORIDA BUILDING CODE, 6T" EDITION (2017) Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES issued February 10, 2020 Entity PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRi Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials. Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) FR1 Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) Report No. TAP -043-02-01 TAP -051-02-01 TAP -054-02-01 TAP -114-02-01 TAP -117-02-01 TAP -130-02-01 TAP -131-02-01 TAP -165-02-01 TAP -280-02-01 TAP -303-02-01 TAP -307-02-01 TAP -314-02-01 Rev 2 TAP -315-02-01 TAP -317-02-01 02NK9507 04NK24366 05NK28006 Standard TAS 100 TAS 100 TAS 100 TAS 100 TAS 100 TAS 100 TAS 100 TAS 100 TAS 100 TAS 100 TAS 100 TAS 100 ASTM D 6381 TAS 100 ASTM D 3161 ASTM D 3462 ASTM D 6381 UL 2390 Year 1995 1995 1995 1995 1995 1995 1995 1995 1995 1995 1995 1995 2008(2013)e1 1995 2016 2010A 2008(2013)ei ASTM D 7158 2011 UL LLC (TST9628) 06NK03898 ASTM D 3161 ASTM D 3462 2016 2010A UL I -LC (TST9628) UL LLC (TST9628) 08CA59132 09NK07896 ASTM D 3161 ASTM D 3161 ASTM D 3462 2016 2016 2010A UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) 10CA50498 10CA64882 11NK14014 ASTM D 3462 ASTM D 3161 ASTM D 3161 ASTM D 3462 2010A 2016 2016 2010A UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) 12CA24551 4786110543 4787043752 4787148748 ASTM D 3161 ASTM D 6381 ASTM D 3161 ASTM D 7158 ASTM D 3161 2016 2008(2013)e1 2016 2011 2016 ASTM D 3462 2010A CREEK Technical Services LLC (ANE11669) TBP15001.3 Calcutations 2017 TBP15001.5 FL18355-R5 Page 1 of 10 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. "A GREEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION Elite Glass -Seat@ (Frederick & Joplin) Heritage@ 7k(Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa) Heritage@ Premium (Frederick & Phillipsburg) Heritage@ Vintage® (Phillipsburg) Heritage@ Woodgate (Dallas & Frederick) Hip and Ridge Shingles (Frederick & Joplin) Vintage® Hip and Ridge (Phillipsburg) TAMKO BUILDING PRODUCTS LLC Asphalt Shingles 12-114" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3 -tab asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. 13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462, 13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 17-112" x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 12-114" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle surfaced with mineral granules complying with ASTM D 3462. TBP15001.5 FL18355-R5 Page 2 of 10 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. 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. GREEK TECHNICAL SERVICES, LLC INSTALLATION Elite Glass -Seal® (Frederick & Joplin) Basic Wind Speed (Vit): Max. 194 mph Basic Wind Speed (V„sd): Max. 150 mph TAMKO BUILDING PRODUCTS LLC Asphalt Shingles Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 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_ 318 in. plywood, min. 15132 in. wood plank or min. 7116 in. OSB for new construction; Min. 318 in. plywood or min. 7116 in. OSB for existing construction. Llnderlayment: In accordance with FBC requirements. Min. slope: 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 5-118 inch exposure in accordance with RAS 115 and manufacturer's "6 published installation instructions. Shingles shall be attached using Nail Pattern” Installation (Non-HVHZ): detailed below. 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. v cv t 00 = 00 { 7 LI? T Figure 1. Elite Glass -Seal 4 Nail Pattern (Non-HVHZ only) Figure 2. Elite Glass -Seal 6 Mail Pattern Nail Zone Nail Zone TSP15001.5 FL19355-R5 Page 3 of 10 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 TECHNICAL SERVICES, LLC HeritageO (Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa) Heritage@ Premium (Frederick & Phillipsburg) Heritage@ Woodgate (Dallas & Frederick) Basic Wind Speed (Vut): Max. 194 mph Basic Wind Speed (1/,,,d): Max. 150 mph TAMKO'BUILDING PRODUCTS LLC Asphalt Shingles Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. Deck (Nan-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 318 in. plywood, min. 15132 in. wood plank or min. 7116 in. OSB for new construction; Min. 3f8 in. plywood or min. 7116 in. OSB for 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 5-518 in. exposure in accordance with RAS 115 and manufacturers "6 published installation instructions. Shingles shall be attached using Nail Pattern" detailed below. Installation (Nan-HVHZ): Installed with 5-518 in. exposure in accordance with FBG requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. - •�1'I�- 12 1,/2 =I-�-- i2 3/S F �j; 12-1/2" P 1' --------------- ------------------i----------------- - { 5_5/$ n Exposure } I 39-3/8" Figure 3. Heritage@ & Heritage@ Premium 4 Nail Pattern (non-HVHZ only) Nail Line -----1&" - I-161 - = �+-7 1"-- 39-3/8" Figure 4. Heritagee & Heritage@ Premium 6 Nail Pattern —Nail Line TBP15001.5 FL1$355-R5 Page 4 of 10 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shail 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. 0 CREEK TECHNICAL SERVICES, LLC TAMKO BUILDING PRODUCTS LLC Asphalt Shingles X11-. 12-1/2"-1+--- 12-3/8'-1— 12-1/2"—ill— co } I 39-3/8" 1 Figure 5. Heritage@ Woodgate 4 Nail Pattern (non-HVHZ only) —Nail Line I II I16"� •--81r2"---- 1-7-3/8„k !'i81/2" 1I � 1., 1 -}------------�---------- ---�--------------- --------—r Tbo 5 5/8" l Exposure I 39-3/8" I Figure 6. Heritage@ Woodgate 6 Nail Pattern 39-3/8" F I Line 0 Common Bond t co 7 k Figure 7. Heritage@, Heritage@ Premium, & Heritage@ Woodgate Alternate 6 Nail Pattern TBP15001.5 FL18355-R5 Page 5 of 10 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 nar imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC TAMKO BUILDING PRODUCTS LLC Asphalt Shingles ��1'��-- 12-1j2"�---•'I�- 12.3jg"-- =Imo---- 12-1/2"—= 11I� Preferred Fastener Locations B. 01) r~ Exposure Acceptable Fastener Location DO NOT FASTEN ALONG EDGE OF COMMON BOND -`Preferred. Fastener Location Figure 8. Heritage® (Tuscaloosa) Expanded Mail Zone int Line I Zone Edge of Common Bond TBP15001.5 FL18355-R5 Page 6 of 10 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 LLC CREEK REEK Asphalt Shingles TECHNICAL SERVICES, LLC Heritage® Vintage® (Phillipsburg) Basic Wind Speed (Vut): Max. 194 mph Basic Wind Speed (V,,�): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 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. 318 in. plywood, min. 15132 in. wood plank or min. 7/16 in. OSB for new construction; Min. 318 in. plywood or min. 7116 in. OSB for 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 Installation (Non-HVHZ): below. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's "5 published installation instructions. Shingles shall be attached using either Nail Pattern" or "6 Nail Pattern" detailed below. qo" Nbtch $ NdA. z Fners i4 ore —- — — — — — — — — — — 17-W L--] 4-1 AC�rt--4-t#'-�--' Figure 9. Heritage® Vintage@ 5 Nail Pattern (non-HVHZ only) EXF— a NO Zone .01 ri r Figure 10. Heritage® Vintage 6 Nail Pattern TBP15001.5 FL18355-R5 Page 7 of 10 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 LLG Asphalt Shingles TECHNICAL SERVICES, LLC Hip & Ridge (Frederick & Joplin) Basic Wind Speed (V„ it): Max. 194 mph Basic Wind Speed (Vad): Max. 150 mph Deck (HVHZ): In accordance with FBG 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 FBG requirements; Solidly sheathed min. 318 in. plywood, min. 15/32 in. wood plank or min. 7/16 in. 0S6 for new construction; Min. 318 in, plywood or min. 7116 in. OSB for existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBG 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 prevailing wind Fn] 5-1/8" exposure Figure 1 1 1 7! 1f Fastener Figure 2 4-110 axpo$ure Figure 11. Hip & Ridge TBP15001.5 FL18355-R5 Rage S of 10 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 LLC Asphalt Shingles TECHNICAL SERVICES, LLC Vintage® Hip & Ridge (Phillipsburg) Basic Wind Speed (Vuit): Max. 194 mph Basic Wind Speed (Va,d): Max. 150 mph Deck (HVHZ): In accordance with FBG requirements; Solidly sheathed min. 19132 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. 3/8 in. plywood, min. 15/32 in. wood plank or min_ 7/16 in. CSB for new construction; Min. 3/8 in. plywood or min. 7/16 in. CSB for 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 .. - - tfl•���si r Figure 1 - Fastener Figure 2 Start here 5" exposure Figure 12. Vintage® Hip & Ridge rigure ,� TBP15001.5 FL18355-R5 Page 9 of 10 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 LLC Asphalt Shingles TECHNICAL SERVICES, 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) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 60 -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, 61" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. wllllllt,, No 74021 SSS• STATE OF : 41 0 R CERTIFICATION OF INDEPENDENCE 2©24.02.10 12 17:16:22 '45'401 Zachary R. Priest, P.E. Florida Registration No. 74029 Organization No. ANE11669 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 TBP15001.5 FL18355-R5 Page 10 of 10 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.