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Home My WebLink AboutTamco 2020 .pdf11/18/2020 Florida Building Code Online Business r Professional Regulation :. . 8CI5 Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications j Contact Us !, BCIS Site Mag 1 Links Search b-oIT r 4 Product Approval USER: Public User p.adud Approval Menu -'. _-.•.- _.: _.. n ..._ __`._ - ..---- > Application Detail FL # FL18355-R5 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 Ext2305 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 Ext2305 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 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 TBP15001.5 2017 FBC Eva[ Report Shingles final.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D 3161 2016 ASTM D 3462 2010 ASTMO D 7158 2011 TAS 100 1995 Equivalence of Product Standards Certified By Approved Testing Lab FL18355 R5 Equiv UL letter for standards for FBC 2017. pdf https.-llwww.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKkMlf%2br3jwmC7g7d%2b7hEyTQ%3d%3d 112 11/18/2020 Florida Building Code Online Sections from the Code 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 Summa of Products Ft. # Mpde 1, Number or Name Description 18355.1 Elite Gtass-Seal, Heritage, Heritage 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 Installation Instructions Approved for use in HVHZ: Yes FL1835S R.5 „11 TBP15001.5 2017 FBC i=v-import Shingles Approved for use outside HVHZ: Yes impact Resistant_ N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL18 55 R5 AE TBP1.001.5 2017 FBC Eval Rep ingle_� fiULROff Created by Independent Third Party: Yes Contact LJs :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1874 The State of Florida is an AA,/EEO employer, Copyjight 2007-2013 State of Florid4.:; 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 —pornse 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 85D.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 evaiiable to the public. To determine if you are a licensee tender Chapter 455, F.S., please click here . Product Approval Accepts: ® = ® ECheci; Credit Card Safe https:llwww,floridabuilding.org/prepr_app_dtl.aspx7param=wGEVXQwtDquvosrHazGXQW83MPT3uofKkMiP/D2br3jwmClg7d%2b7hEyTQ%3d%3d 2/2 Certificate of Authorization No.19824 CREEK17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE , 67" 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: 1504A .1, 1507.2.5, 1507.2.7A , 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES 1=nti 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 (TST9628) 1 OCA64882 ASTM D 3161 2016 UL LLC (TST9628) 11 NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 12CA24551 ASTM D 3161 2016 UL LLC (TST9(328) 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. TAMKO BUILDING PRODUCTS LLC CREEKAsphalt Shingles TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION Elite Glass -Seal® 12-114" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-1ab (Frederick & Joplin) asphalt shingle with fiberglass that coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Heritage@ 13-1/4" x 39-3t8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin, Phillipsburg & complying with ASTM D 3462. Tuscaloosa) Heritage@ Premium 13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Frederick & reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg) 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 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas & Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Hip and Ridge Shingles 12-114" 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 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 ECREEKAsphalt Shingles TF_cHNHCAL SERvicEss. LLC INSTALLATION Elite Glass -Seal® (Frederick & Joplin) Basic Wind Speed (V„ n): 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. 7116 in. 0S8 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 5-1/8 inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nall Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-1/8-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. t N 0 6 L9 i T 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 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 ECREEKAsphalt Shingles TECHNICAL. SERVICES, LLC HeritageO (Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa) HeritageO Premium (Frederick & Phillipsburg) Heritage@ 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. 15/32 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 3/8 in. plywood, min. 15132 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 FSC 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. —+lV'— 12-1/2"12-3/8"12-1/2"—'lil� v — — — — — — — —+ — — — — — —------------- —Nail Line 00 T IExposure 39-3/8" Figure 3. HeritageO & Heritage@ Premium 4 Nail Pattern (non-HVHZ only) 16"------16"— 3 c» -}--------- �-------i---------7Ex'posure �-----._._.__ —Nail Line I00 0 F]' 39-3/8" Figure 4. Heritage@ & Heritage@ Premium 6 Nail Pattern 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. CREEK TECHNICAL. SERVICES. LLC TAMKO BUILDING PRODUCTS LLC Asphalt Shingles —Pi1'i�— 12-1/2 Q —Nail Line �0 F T 6-5/8„ Exposure f i 39-3/8" Figure 5. Heritage@ Woodgate 4 Nail Pattern (non-HVHZ only) 8-1/2'� ti 5 5/8„ Exposure } 39-3/8" Figure 6. Heritage® Woodgate 6 Nail Pattern 12-112" 12-1/2" k F ' FASTENERS — `sk 0 7'7 71- 1 3 r� c7 Lh n nx 39-318" — Nail Line ® Common Bond Figure 7. Heritage@, Heritage@ Premium, R 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 TECI-INICAl- SERVICES, LLC 12-V2"-I� Preferred Fastener Locations a ;0 Ji TAMKO BUILDING PRODUCTS LLC Asphalt Shingles 12-1/2"�111— ti 5-5/ g Elxposure f � 1 39-3/8" Acceptable Fastener Location DO NOT FASTEN ALONG EDGE OF COMMON BOND oO' --Preferred Fastener Location Figure 8. Heritage® (Tuscaloosa) Expanded Nail Zane int 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 TECHNICAL SERVICES, LLC Heritage® Vintage® (Phillipsburg) Basic Wind Speed (Vuit): Basic Wind Speed (Va,d): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS LLC Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction, Min. 15132 in. plywood existing construction. 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. 3/8 in. plywood or min. 7116 in. OSB for existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. 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. 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. Figure 9. Heritage® Vintage® 5 Nail Pattern (non-HVHZ only) Figure 10. Heritage® Vintage 6 Nail Pattern zp Sine Noah 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 LLC CREEKAsphalt Shingles TECHNICAL SERVICES, LLC Hip & Ridge (Frederick & Joplin) Basic Wind Speed (Vot): Max. 194 mph Basic Wind Speed (V,,d): 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. 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 5-1/8 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 ,, 1 if Fastener Figure 2 exposure 14 1 51 ` Fastener h'',,S-5mq, Figure 3 IMP 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 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 Vintage@ Hip & Ridge (Phillipsburg) Basic Wind Speed (V,ti): Max. 194 mph Basic Wind Speed (Vasa): 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): 1n 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 Start 15" exposure here- rnl Figure i 1 •• Fastener Figure 2 Figure 12. Vintage@ Hip & Ridge 0._ exposure rigure j TBP15001.5 FL18355-R5 Page 9 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. CREEKTAMKO BUILDING PRODUCTS LLC Asphalt Shingles TECHNICAL SERVICES, LI-.0 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 Cade, 6t' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. .`tiP•••�.�C•E.NS4 • �� '' No 74021 =' 3 STATE OF :�4U 41,;�',�I�NA1 i�trllwt CERTIFICATION OF INDEPENDENCE 2020.02.10 17:16:22 �4hwM wvwd M Grlwy R Prlrat -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.