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HomeMy WebLinkAboutProduct approvals10/6/2020 Year Florida Building Code Online 2016 ASTM D 3462 2010 ASTMD D 7158 2011 TAS 100 1995 eCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Un" Search- dbp'r # Product Approval 4 USER: Public User Product Approval Menu > Product orApplication Search >Application List > Appliwtlpn Delail FL # FL18355-R5 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method TAMKO Building Products LLC PO Box 97 Galena, KS 66739 (41 7) 624-6644 Ext 2305 kerri—eden@tamko.com Kerr! Eden kerri—eden@tamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext 2305 kerri—eden@tamko.com Roofing Asphalt Shingles 2. l 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 Evaluation Zachary R. Priest Report Florida License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/18/2021 Validated By Locke Bowden P.E. Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Validation Checklist - Hardcopy Received FL18355 R5 COI TBP15001 5 2017 FBC Eval Report Shingles final.pdf Standard Year ASTM D 3161 2016 ASTM D 3462 2010 ASTMD D 7158 2011 TAS 100 1995 Approved Testing Lab FL18355 R5 Equiv UL letter for standards for FBC 2017 pdf Method 1 Option D 02/11/2020 02/11/2020 02/16/2020 04/07/2020 Summa Produets https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXOwtDquvosrHazGXQW83MPT3uofKkMlfb/o2br3jwmC7g7d%2b7hEyTQ%3d%3d 1/2 10/6/2020 FL # 18355.1 Florida Building Code Online Model, number or Name Description Elite Glass -Seat, Heritage, Heritage Premium, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage Woodgate, Heritage Vintage, Hip and Ridge, and Vintage Hip and Ridge Shingles Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL18355 R5 II TBP15001.5 2017 FSC Eval Report Shingles final.pdf '. Approved for use outside HVHZ: Yes i Verified By: Zachary R. Priest PE -74021 Impact Resistant: N/A Created by Independent Third Party: Yes j Design Pressure: N/A i Evaluation Reports Other: See evaluation report for limits of use. FLIB355 R5 AE TBP15001 5 2017 FBC Eval Rep Shingles final.pd Created by Independent Third Party: Yes 0 0 Contact Us:: 2601 Blair Stone Road, Tallahass a FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. QRyn 20D7-2013 State of Florida.:: Privacy Statement :: Accessibility Statement;; Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails pmvided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: tr e�.iiF [.�r'fCl. Safe https://www.floridabuilding.orglprlpi_app_dti.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKkMif%2br3jwmC7g7d%2b7hEyTQ%3d%3d 2/2 Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LL (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS LLC Issued February 10, 2020 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 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 Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) TAP -043-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -051-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -054-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -114-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -117-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -130-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -131-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -165-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -280-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -303-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -307-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -314-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -315-02-01 ASTM D 6381 2008(2013)e1 PRI Construction Materials Technologies (TST5878) TAP -317-02-01 TAS 100 1995 UL LLC (TST9628) 02NK9507 ASTM D 3161 2016 UL LLC (TST9628) 04NK24366 ASTM D 3462 2010A UL LLC (TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2011 UL LLC (TST9628) 06NK03898 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 08CA59132 ASTM D 3161 2016 UL LLC (TST9628) 09NK07896 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 1OCA50498 ASTM D 3462 2010A UL LLC (TST9628) 10CA64882 ASTM D 3161 2016 UL LLC (TST9628) 11NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 12CA24551 ASTM D 3161 2016 UL LLC (TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC (TST9628) 4787043752 ASTM D 3161 2016 UL LLC (TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC (ANE11669) TBP15001.3 Calculations 2017 TBP15001.5 FL18355-R5 Page 1 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. i� CREEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION Elite Glass -Seal® (Frederick & Joplin) Heritage® (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 12-1/4" 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. 13-1/4" x 39-3/8", 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. 13-1/4" x 39-3/8", 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. 17-1/2"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. 13-1/4" x 39-3/8", 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. 12-1/4" 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 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 LLC Asphalt Shingles TECHNICAL SERVICES, LL C INSTALLATION Elite Glass -Seal® (Frederick & Joplin) Basic Wind Speed (V„it): Max. 194 mph Basic Wind Speed (Vasd): 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. 3/8 in. plywood, min. 15/32 in. wood plank or min. 7/16 in. OSB for new construction; Min. 3/8 in. plywood or min. 7/16 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 5-1/8 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 'A Nail Pattern" or "6 Nail Pattem" detailed below. TBP15001.5 Figure 1. Elite Glass -Seal 4 Nail Pattern (Non-HVHZ only) Figure 2. Elite Glass -Seal 6 Nail Pattern FL18355-R5 Nail Zone Nail Zone 3 of 10 his 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 CREEKAsphalt Shingles TECHNICAL. SERVICES, LLC ,Heritage® (Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa) Heritage® Premium (Frederick & Phillipsburg) Heritage® Woodgate (Dallas & Frederick) Basic Wind Speed (V„it): Max. 194 mph Basic Wind Speed (Vasd): 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. 3/8 in. plywood, min. 15/32 in. wood plank or min. 7/16 in. OSB for new construction; Min. 3/8 in. plywood or min. 7/16 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 5-5/8 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (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. 1'— 12-1/2" 12-3/8" • -- 12-1/2°-- i 1, 3 6 t Flposu_V re F' 39-3/8° Figure 3. Heritage® & Heritage® Premium 4 Nail Pattern (non-HVHZ only) 8-3./2"—►7-3/8"--• ggf— 8-112°—► 11 I �1F� �r 4_--------- ---------i--------- -------} --------- 5-5/8" Exposure 39-31/8" Figure 4. Heritage® & Heritage® Premium 6 Nail Pattern Line —Nail Lige TBP15001.5 FL18355-R5 Page 4 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. CREED TECHNICAL, SERVICES, LLC TAMKO BUILDING PRODUCTS LLC Asphalt Shingles -►�1. 12-112"—�;• 12 -3/8" -- F 2 -318"— a ---------- ------- ---------------- ----------------- s ao 5.5/8., o Exposure 3g-318" Figure 5. Heritage® Woodgate 4 Nail Pattern (non-HVHZ only) 16" 16:, 8-112" --7-3/8" 8-V2 ;—1 l 1-4 _ --------- ®_ _ _ ___--------- _-� 5-518•• cb Ezposure } ) 3g_3,�St3 Figure 6. Heritage® Woodgate 6 Nail Pattern Line Line 1"r1" 12-112"-- -► i Figure ' w ---12-1t2°- 1,rj,F 3 Common Band t ; FASTENERS , r CD QD to f} x 39-3/8"— 9-3/8"-- 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 nor 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 22'1,12"—' tea-- i2-3%$" —►� w 12-1 f 2"--1.1 j �f- i � Preferred Fastener Locations ® 5-j- 8--" r zo Exposue Acceptable Fastener Location DO NOT FASTEN ALONG EDGE OF ------- _ COMMON BOND Fastener Location Figure 8. Heritage® (Tuscaloosa) Expanded Nail Zone Paint Line 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 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 LLC Asphalt Shingles TECHNICAL SERVICES, LLC Heritage® Vintage@ (Phillipsburg) Basic Wind Speed (Vult): Max. 194 mph Basic Wind Speed (Vasd): 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_ 3/8 in. plywood, min. 15/32 in. wood plank or min. 7116 in. OSB for new construction; Min. 3/8 in. plywood or min. 7/16 in. OSB for existing construction. Undedayment: 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 "5 Nail Pattern" or "6 Nail Pattern" detailed below. 40 _ i ugmxnt Exposure 6 Hcemas Z h160:h 61 fasteners 11 17.112" 9.114' 41fd' �l/ •t '+--taxa• --� �+--taxa' Figure 9. Heritage@ Vintage® 5 Nail Pattern (non-HVHZ only) �'- �xpcsaR Notch 17-141' 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 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. Direction of prevailing wind Start 5-1/8" exposure here "-� rn1 Figure 1 63 Fastener Figure 2 r itw- exposure Figure 11. Hip & Ridge TBP15001.5 FL18355-R5 Page 8 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. CREEK TAMKO BUILDING PRODUCTS LLC Asphalt Shingles TECHNICAL, SERVICES, LLC Hip & Ridge (Frederick & Joplin) Basic Wind Speed (V,lt): Max. 194 mph Basic Wind Speed (Vasd): 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. 3/8 in. plywood, min. 15/32 in. wood plank or min. 7/16 in. OSB for new construction; Min. 3/8 in. plywood or min. 7/16 in. OSB for existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5-1/8 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind Start 5-1/8" exposure here "-� rn1 Figure 1 63 Fastener Figure 2 r itw- exposure Figure 11. Hip & Ridge TBP15001.5 FL18355-R5 Page 8 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 LLC A w�+Asphalt Shingles TECHNICAL, SERVICES, LLC Vintage® Hip & Ridge (Phillipsburg) Basic Wind Speed (V„it): Max. 194 mph 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 (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. OSB for new construction; Min. 3/8 in. plywood or min. 7/16 in. OSB 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 rn 5" exposure Figure 1 ` Fastener L5-1/2" Figure 2 Start here 5" exposure Figure 12. Vintage® Hip & Ridge rlgure s TBP15001.5 FI -18355-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. CREEKTAMKO 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 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6t" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. No 74021 �.� STATE QF 4U� O R �S,0NA11 � 0'%���4 CERTIFICATION OF INDEPENDENCE 2020.02.10 , 17:16:22 -05'00' Zachary R. Priest, P.E. Florida Registration No. 74021 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. IORW020Florida Building Code Online on Business &:Professional Regulati T BCIS Home Log In User Registration HotTopics; Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map LinksSearch dt pr j Product Approval t5< USER, Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL12328-R8 Revision 2017 Approved TAMKO Building Products LLC PO Box 97 Galena, KS 66739 (417) 624-6644 Ext 2305 kerri—eden@tamko.com Kern Eden kerri—eden@tamko.com Kerr! Eden PO Box 1404 Joplin, MO 64802 (417)624-6644 Ext 2305 kerri—eden@tamko.com Roofing Underiayments 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 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL12328 R8 COI TBP14001 4 2017 FBC Eval Report TAMKO nderlayments final.pd Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c61CFKFGNQ%3d%3d 1/4 10/5/2020 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/05/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/20/2017 Date Approved 12/12/2017 Date Revised 09/29/2020 Summary of Products FL # ( Model, Number or Name Description 12328 1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules . _ -------------------- Limits limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf j Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports it FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO l Underlayments final.pdf Created by Independent Third Party: Yes 12328.2 ASTM Tile Underiayment i Coated organic underlayment Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlayments final.pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odf Created by Independent Third Party: Yes 1232$ 3 Master Smooth _ _.__-_ Asphalt saturated organic underlayment. _ Limits of Use -_ -- - -- ------ --- s Installation Instructions Approved for use in HVHZ: No FL12328 R8 II TBP14001.4 2017 FBC Eva[ Report TAMKO Approved for use outside HVHZ: Yes Underlayments final.pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. j Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pd Created by Independent Third PartyYes 12328.4 Moisture Guard A self -adhering modified bitumen underlayment. Limits of Use I Installation Instructions Approved for use in HVHZ: Yes I FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlayments final.pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: WA Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eva[ Report TAMKO Underlayments final.pdf Created by Independent Third Party: Yes 12328.5 No. 15 ASTM 'Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes I FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlayments final.pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A i Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO I Underlayments final.odf -- -- - .. .--- -- - — Created by Independent Third Party: Yes 12328.6 No. 15 UL ------ - -- - - -- -------,— V�Asphalt saturated organic felt Limits of UseInstallation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Re —t TAMKO www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 2/4 10/5/2020 Florida Building Code Online Approved for use outside HVHZ: YesUnderlayments f[nal.pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A I Created by Independent Third Party: Yes I Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE T131314001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf —I----- Created by Independent Third Party: Yes 12328.7 No. 30 ASTM ---- Asphalt saturated organic felt — Limits of Use Approved for use in HVHZ: Yes installation instructions I FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlayments final.pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001A 2017 FBC Eval Report TAMKO Underlayments final.pdf ��- Created by Independent Third Party: Yes 12328,8 'No. 30 UL —� i I Asphalt saturated organic felt Limits of Use 3 Installation Instructions Approved for use in HVHZ: Yes r FL12328 R8 II TBP14001.4 2017 FBC Eva[ Report TAMKO Approved for use outside HVHZ: Yes ! Underlayments finaLpdf Impact Resistant: N/A ! Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes p Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO i Underlayments final.pdf Created by Independent Third Party: Yes 1.2328.9 TAM -FELT Alternate to ASTM D 226, Type II underiayment Limits of Use j Installation Instructions Approved for use in HVHZ: Yes ' FL12328 R8 II TBP14001.4 2017 FBC Eva] Report TAMKO Approved for use outside HVHZ: Yes Underlayments finai.pdf I Impact Resistant: N/A Verified By: Zachary R. Priest PE -74021 Design Pressure: N/A Created by Independent Third Parry: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eva[ Report TAMKO Underlayments finaLpdf Created by Independent Third Party: Yes 12328.10 i TW Metal and Tile Underlayment self -adhering modified bitumen underlayment Limits of Use ( Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes ;Underlayments finaLpdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf 3 _ Created by Independent Third Party: Yes 12328.11 TW Underlayment ^self -adhering modified bitumen underiayment i Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlayments final.pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. I Evaluation Reports j FL12328 R8 AE TBP14001.4 2017 FBC Eva[ Report TAMKO Underlayments finaLpdf Created by Independent Third Party: Yes M Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility_ Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, FS., please click here . Product Approval Accepts: ® Ek www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtF2Aezuar gOlAramDGm5ebt5wRW28J8d8c6l CFKFGNQ%3d%3d 314 10/5/2020 Florida Building Code Online Credit Card Safe www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtF2AezuaggOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 4/4 i EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 (417)624-6644 Quality Assurance: SCOPE Category: Subcategory: Code Sections: Properties: PRODUCT DESCRIPTION TAMKO@ ASTM Slate Surfaced Roll Roofing TAMKO@ ASTM Tile Underlayment TAMKO@ Master Smooth TAMKO@ Moisture Guard@ ° TAMKO@ No. 15 ASTM Asphalt Saturated Organic Felt TAMKO@ No. 15 UL Asphalt Saturated Organic Felt TAMKO@ No. 30 ASTM Asphalt Saturated Organic Felt TAM KOO No. 30 UL Asphalt Saturated Organic Felt UL LLC (QUA9625) Roofing Underlayments 1507.1.1 Physical properties Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 (813)480-3421 FLORIDA BUILDING CODE, 6T" EDITION (2017) Issued October 19, 2017 ASTM D 6380, Class M, Type 11 underlayment constructed from organic felt saturated with asphalt and coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type If underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO@ TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO@ TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 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. Is TAMKO@ TAM -FELT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non- perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. 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. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKO@ TW Metal and Tile Underlayment and TAMKO@ TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKO@ Moisture Guard@ shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO@ ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception_ TAMKO@ TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-RS Page 2 of 4 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. Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKO@ ASTM Slate Y° Surfaced Roll Roofing N N N N Y TAMKO@ ASTM Tile Underlayment N N N N N Y TAMKCW Master Smooth Y� N N N N N TAMKO@ Moisture Guard@ Y N N N N N TAMKO@ No. 15 ASTM —6—=--�.: Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKO@) No. 15 UL Asphalt Y Y Y Y2 Saturated Organic Felt Y N TAMKO@ No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO@ No. 30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKO@ TW Metal and Tile Underlayment Y Y N N N Y TAM KO@TW Underlayment Y Y N N N N TAMKO@ TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-RS Page 2 of 4 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 PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Entice Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP -192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP -215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP -217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP -218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP -222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP -245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP -311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP -387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 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. 1 i CREEK ,4 TECHNICAL.ERVI " C.I~, L_le, COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6'h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. No 74021 -13 STATE STATE OF s1111111111111 N A CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 -04100' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 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 TBP14001.4 FL12328-R8 Page 4 of 4 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.