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HomeMy WebLinkAboutShingle TamcoFlorida Building Code Online Business &.Professionail _ r. SCIS dome Loa In User Registration Hot Topics bo .: Product Approval USER: Public User y01116 Submit Surcharge Stats & Fads Publications Cvntart Lis ROS Site Map Links Search Product Appmy 3 M y a ProJuct ar Anolicadott Search y Rpp]irt nn List > Appkleatian 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 kern eden@tamko.corri Authorized Signature Kern 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 Comptiance Method Evaluation Report from a Fiarida 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 Florlda License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration pate 10/1812021 Validated By Locke Bowden P.E. s Validation Checklist - Hardcopy Received Certificate of Independence FL' R5 COI TBP15001-5 2017 FBC Eval Rep= Shingles finaLprf Referenced Standard and Year (of Standard) Standard ASTM D 3161 ASTM D 3452 ASTMD D 7158 TAS 100 Equivalence of Product Standards Certified By Year 2016 201❑ 2011 1995 Approved Testing Lab FL183�quiv UL letter for 5tandands for FBC 2017.pdf https://www.floridabuilding.org/prlpr app dtl.aspx?param--wGEVXQwtDquvosrHazGXQW83MPT3uofKkM i%2br3jwmC7g7d°/`2b7hEyTQ%3dc/o3d 112 419/2020 Florida Building Cade 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 04/07/7020 Summary of Products FL # Model, Number or Dame Description 18355.1 Elite Glass -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 RirlgeShingles Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL18355 P5 11 TBP15001.5 2017 EBC Eval Re 5 €ngles final.pdf Impact Resistant: N/A Verified ay: 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 FL18355 R5 AE TBP1 0 1.5 2017 FBC Ev l Report Shingg :Inal•pc�f Created by Independent Third Party: Yes Sark Ne:=t Conte u :: Z501 Blair Stone Road`allahassee FL 32399 Phone: 8513-087-1s24 The State of Honda is an AAIEEC employer Copyright 2007-2{]13 $late of Florida.:: Privacy statement :: Accessibility Statement :: Refund Lir+der Florida law, email addresses are public records. If you do not want your e-mall 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, errertive 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 of rrcial 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 pubic. To determine if you are a licensee under Chapter 455, F5., please click here . Product Approval Accepts: U W E: Credit Card Safe https:/lwww.flo idabuilding.orglprlpr_app_db.aspx?oaram=arGEVXQwtDquvosrHazGXQW83MPT3uofKkMIPIo2hr3jwmC7g7d%2b7hEyTQ%3d%3d 2/2 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS LLC 198 Four States Drive Galena, KS 6673MO97 (417) 624-6644 Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick, M❑ 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, 6TH 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 Enti 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-05"2-01 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) TAR-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)et 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 UL LLC (TST9628) 06NK03898 ASTM D 7158 ASTM D 3161 2011 2016 UL LLC (TST9628) 08CA59132 ASTM D 3462 ASTM D 3161 2010A 2016 UL LLC (TST9628) 09NK07896 ASTM D 3161 2016 UL LLC (TST9628) 1OCA50498 ASTM D 3462 ASTM D 3462 2010A 2010A UL LLC {TST9628} 10CA64882 ASTM D 3161 2016 UL LLC {TST9628} 11 NK14014 ASTM D 3161 2016 UL LLC (TST9628) 12CA24551 ASTM D 3462 ASTM D 3161 2010A 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 CREEK Technical Services LLC (ANE11669) TBP15001.3 ASTM D 3462 Calculations 2010A 2017 TSP15001.5 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 quaiity assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, ❑r other product attributes that are not specifically addressed herein. 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) TBP15pa1.5 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, reinforced, laminated architectural complying with ASTM D 3462. 13-114" x 39-318", ASTM D 3161, reinforced, laminated architectural complying with ASTM 133462. Class F and ASTM D 7158, Class H fiberglass asphalt shingle surfaced with mineral granules Class F and ASTM D 7158, Class H fiberglass asphalt shingle surfaced with mineral granules 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. FL18355-R5 2 of 10 This evaluation report is provided for State of Fforida product approval under Rule 61G26-3. 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 rather product attributes that are riot specifically addressed herein. CREEK TAMKO BUILDING PRODUCTS LLC Asphalt Shingles TECHNICAL SERVICES, LLC INSTALLATION Elite. Glass -Seal® (Frederick & Joplin) Basic Wind Speed (V,�t): Max. 194 mph Basic Wind Speed (Vssd): 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. 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 5-118 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 5-118-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. 12'. — t 3 2' t 0�' _ cc ua � Figure 9. Elite Glass -Seal 4 Nail Pattern (Nan-HVHZ only) 9' - 10-1/2" No c4 } 5.118" co Exposure LO 36" Figure 2. Elite Glass -Seal 6 Nail Pattern TSP 15001.5 FL18355-R5 YNail Zone J Nail Zone Mmi MIN] This evaluation report is provided for State of Flanda product approval under Rule 61G2D-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 f Asphalt Shingles sr TECHNICAL SERVICES, LLC Heritage® (Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa) Heritage(D Premium (Frederick & Phillipsburg) Heritage@) Woodgate (Dallas & Frederick) Basic Wind Speed (V„jt). Max. 194 mph Basic Wind Speed (V,d): 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. 318 in. plywood, min. 15/32 in_ wood plank or min. 7116 In. ❑SB for new construction; Min. 3/8 in. plywood or min. 7116 in. CSB for existing construction. Underlayment: In accordance with FSC 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 T 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. 12-3/8' 17 1/27- V_ —Bail Line 39-3/8° Figure 3. Heritage@ & Heritage@ Premium 4 Nail Pattern (non.HVHZ only) —� — — — — —Nail Line 5-5/8, FxPosure i 39-3/8" Figure 4. Heritage@ & Heritage@] Premium 6 Nail Pattern TBP15001.5 FL78355-R5 Page 4 of'10 This evaluation report is provided for State of Flodda 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. 'W CREEK TECHNICAL SEIRVICES, LLC TAMKC BUILDING PRODUCTS LLC Asphalt Shingles 12-1/2"�r-12-3/8" -- 12_112"�-V— rh TI Exposure f 3g-3/8" Figure S. Heritage® Woodgate 4 Nail Pattern (non-HVHZ only) —Nail Line I�u2•� �7.3j8"� S-1 J2°�I , —Nail Line � us Elxposure 1 35.3./8" I Figure 6. Heritage® Woodgate 6 Nail Pattern Common Bond I FASTENERS T p is � ao v1 0 i7 j tD w � = 39-318" — Figure 7. HeritageO, Heritage] Premium, & Heritage@ Woodgate Alternate 6 Nail Pattem TBP15001.5 FL18355-R5 Page 5 of,0 This evaivation 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. CREEKTAMK4 BUILDING PRODUCTS LLC TECHNICAL SERVICES, LLC Asphalt Shingles —� 1"F� 7 2-1/2"i► — 12 3I5"� 12-112"— 1`+ Preferred Fastener Locations Paint Line ca _ -5asure Bo moo 39-3/8" Acceptable Fastener Location DO NOT FASTEN ALONG EDGE OF COMMON BOND 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 61G2M. The manufacturer shallnotify 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 TECHNICAL SERVICES, LLC Asphalt Shingles Heritage@ Vintage® (Phillipsburg) Basic Wind Speed (V,3t): 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. 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. 7/1 B 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 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. xposure Notch �--� o-3nc• ... Ti �---ia�n Figure 9. Heritage@ Vintage@ 5 Nail Pattern (non-HVHZ only) 7E7FP iF7h'�� 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 61G2o-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 speei€ically addressed herein. I CREEK TECHNICAL SERVICES. LLC Hip &. Ridge (Frederick & Joplin) Basic Wind Speed iV„ «): Max. 194 mph Basic Wind Speed (Vasd): Max. 150 mph TAMKO BUILDING PRODUCTS LLC Asphalt Shingles Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed rain. 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. CSB 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 direcfion of the exposed end shall be away from the prevailing wind. TBP15001.5 Direction prevailing wind Start 5-1/8" exposure here "� n Figure 1 �$9 1 IF Fastener Figure 2 Figure 11. Hip & Ridge FL18355-R5 o-va" exposure 8of10 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 TECHNICAL SERVICES. LLB Asphalt Shingles Vintage@ Hip & Ridge (Phillipsburg) Basic Wind Speed (V.1t), 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 4Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 318 in. plywood, min, 15132 in, wood plank or rain. 7115 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 of prevailing wind 5" exposure Figure 1 1" � ,Fastener L5 1f2" Figure 2 5" exposure Fastener r L5-112" I/w, Figure 3 Figure 12. Vintage® Hip & Ridge TBP15001.5 FL18355-R5 Page 9 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. CREEKTAMKO BUILDING PRODUCTS LLC TECHNICAL SERVICES, LLC Asphalt Shingles LIMITATIONS 1 j 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, 5"' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. No 74021 -:0 • STATE OF -:4U .ter . C p R �i1"111 n 11 "'t ' CERTIFICATION OF INDEPENDENCE 2020.02.10 1 / s 1 6:2 2 -05'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE11669 GREEK Technical Services, LLC does not have, nor will ii 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 DEPORT TBP15001.5 FL18355-R5 Page 10 of 10 This evaluation report is provided for State of Florida Product approval under Rule 61020,3. 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.