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HomeMy WebLinkAboutProduct approvals,TAMKO NOA 2020Florida Building Code Online Page 1 of 2 Business & Professional Regulat' KIS Home Log In User Registration Hot Tapirs Submit Surcharge Stats A Facts Publications Contact us BcfS trite Mag Dnks Search bProduct Approval r - USER: Pubflc User Product Approval Menu > Pmduct or Application Search > Application List > Application Detail FL # FL18355-RS 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 Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext 2305 kerri_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 deveEoped Zachary R. Priest the 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. J Validation Checklist - Hardcapy Received Certificate of Independence FL18355 R5 COI TBP15001.5 2017 FBC Eval Report Shingles final pdf Referenced Standard and Year (of Standard) Standard ASTM D 3161 ASTM D 3462 ASTMD D 7158 TAS 100 Equivalence of Product Standards Certified By Sections from the Code Year 2016 2010 2011 1995 Approved Testing Lab FL18355 R5 EQuiv UL letter for_$tandards Far FBC 2017.odf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param--wGEVXQwtDquvosrHazGXQ... 5/14/2020 Florida Building Cade Online Product Approval Method Method 1 Option D Date Submitted 02/11/2020 Date Validated 02/11/2020 Date Pending FBC Approval 02/16/2020 Date Approved 04/07/2020 Summary of Product Page 2 of 2 FL # Model, Number or Name Description 18355.1 Elite Glass -Seal, Heritage, Heritage ASTM D 3462 asphalt shingles and flip and ridge shingles Premium, Heritage Woodgate, Heritage Vintage, Hip and Ridge, and Vintage Hip and Ridge Shingles Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL18355 R5 It TBP15001.5 2017 FBC Fval Re Dort Shingles final.odt Verified By: Zachary R. Priest PE -74021 Created by Independent Third Party: Yes Approved for use outside FIVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Evaluation Reports FL18355 R5 AE TBP15001.5 2017 FBC Eva] Report Shingles final.Ddf Created by Independent Third Parry: Yes Balk Next Contact us :: 2601 Blair Stone Road Tallahassee FL 32394 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida.:: Privacy Statement :: Acc l 'li Statemen :: 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 850.487.1345. *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 entails provided may he used for official communication with the licensee. However email addresses are public -cord. 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: WI rT I ¢_C�A Credit Card Safe https://www.floridabluilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 5/14/2020 Certificate of Authorization No. 29$24 CREEK13520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6F" 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) 10CA50498 ASTM D 3462 2010A UL LLC (TST9(328) 1 OCA64882 ASTM D 3161 2016 UL LLC (TST9628) I INK14014 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 a 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 fit 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.G PRODUCT DESCRIPTION Elite Glass -Seal@ 12-114" 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 ceramic granules complying with ASTM D 3462. Heritage@ 13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas, Frederick, Joplin, Phillipsburg & reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying ASTM with D 3462. Tuscaloosa) Heritage@ Premium 13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Frederick & Phillipsburg) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage® Vintage@ 17-112" x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage® Woodgate 13-114" x 39-318", 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. 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. TBP15001.5 FL18355-R5 Page 2 of 10 This evaluation report is provided for State of Florida product approval under Ruie 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 ]s 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 INSTALLATION Elite Glass -Seal@ (Frederick & Joplin) Basic Wind Speed (Vint): Max. 194 mph Basic Wind Speed (Vasd): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements,- equirements;Solidly Solidlysheathed min. 318 in. plywood, min. 15/32 in. wood plank or min. 7/16 in. OSB for new construction; Min. 3/8 in. plywood or min. 7116 in. OSB for existing construction. Underlayment: In accordance 4th 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 T Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5 -1B -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 Pattern" detailed below. 12 ------------ JJ Exposure 30" Figure 1. Elite Glass -Seal 4 Nail Pattern (Non-HVHZ only) Figure 2. Elite Glass -Seal 6 Nail Pattern }— Nail Zone Nail Zone TBP15001.5 FL18355-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 TAMKO BUILDING PRODUCTS LLC Asphalt Shingles TECHNICAL SERVICES, LLC Heritage@) (Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa) HeritageO Premium (Frederick & Phillipsburg) HeritageD Woodgate (Dallas & Frederick) Basic Wind Speed (V,,,i): Max. 194 mph Basic Wind Speed (Vasd): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements-, Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 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. 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 Dail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-518 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. 12-1/2 1- 12-3/8"- 1- 12-1/2"-I1'i - - - - -------------- --------------- 5-5/8" Elxposure t 39-3/8" Figure 3. Heritage@ & Heritage® Premium 4 Mail Pattern (non-HVHZ only) I 39-3/8" I Figure 4. Heritage®& Heritage@ Premium 6 Nail Pattern Nail Line Jail Line TBP15001.5 FL18355-R5 Page 4 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 TECHNICAL SERVICES, LLC N L6 TAMKO BUILDING PRODUCTS LLC Asphalt: Shingles �'1�. 12-1/2"--►I� 12-3/8"-----+��— 12-1/2"---t11'�,� -} ----------------- —Nail -----�,._..-------�------•--_-------- —Nail Line 00 5 5/8" Elxposure ti4 39-3/8" Figure 5. Heritage@Woodgate 4 Nail Pattern (non-HVHZ only) 39-3/8" Figure 6. Heritage@ Woodgate 6 Nail Pattern Jail Line ►�1° 1° 4 12-1r2"— Common Bond sFASTENERS ¢ 'z J __t l ? Qy T 0 O lis 7 yw — 39-318" I 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 shah 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 TAMKO BUILDING PRODUCTS LLC Asphalt Shingles 1'I- 12-1/2"-I� Preferred Fastener Locations Paint Line 4 - - --------- ------ ----------------------- - __ -_--------- --NailZone � y bo! Edge of 00 � 5-5js" Common Exposure Bond f � t 39-3/8° ` Acceptable Fastener Location DO NOT FASTEN ALONG EDGE OF COMMON BOND / !Preferred Fastener Location Figure 8. Heritage@ (Tuscaloosa) Expanded Nail Zone 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. CREEK TECHNICAL- SERVICES, LL,.0 Heritage@ Vintage@) (Phillipsburg) Basic Wind Speed (V,,t): Max. 194 mph Basic Wind Speed (V„�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 (Non-HVHZ): In accordance with FSC 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. 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 manuf'acturer'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 taamast. rxpasuM Notch 17-1 FY' &pee -u rz 1F ., • Figure 9. Heritage@ Vintage® 5 Nail Pattern (non-HVHZ only) T 6' Enp=m / Notd, Ilsten M 17-11r Figure 14.. 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 51 G20-3. The manufacturer shall notify CRFFK 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. L" TAMKO BUILDING PRODUCTS LLC ll.•��rr Asphalt Shingles TECHNICAL SERVICES, LLC Hip & Ridge (Frederick & Joplin) Basic Wind Speed (V„j4): 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. 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. Underlayment: In accordance; with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5-118 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- l III I Figure 1 11 for Fastener t5-518„ Figure 2 u- leo exposure Figure 11, Flip & Ridge TBP15001.5 FL18355-R5 Page 8 of 1G 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. Direction prevailing wind ri►�r�a Figure 1 1" Fastener Figure 2 o.. exposure Figure 12. Vintage@ Hip & Ridge mgure j 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. CREEKBUILDING PRODUCTS LLC Asphalt Shingles TECHNICAL SERVICES, LLC Vintage@ Hip & Ridge (Phillipsburg) 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. 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. 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 prevailing wind ri►�r�a Figure 1 1" Fastener Figure 2 o.. exposure Figure 12. Vintage@ Hip & Ridge mgure j 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 TECHNICAL. SERVICES, LLC TAMKO BUILDING PRODUCTS LLC Asphalt Shingles 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, e Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. ot,1111111/jI,` % No 74021 0'. 441 OF 441 ' rr"j! f©N A, E `,0 111111 CERTIFICATION OF INDEPENDENCE 2020.+02.10 17:16:22 aGmN •i0� oP Luury RPrbn -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 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.