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HomeMy WebLinkAboutProduct Approval; Asphalt Shingles Roofing10/30/2019 Flc FLOROA DVAR OW or Business &Professional Regulation BaS Home Login I User Registration Hot Topics submit Product Approval USER Publlc User e Product Aoprovai Menu > Product or ARpllcation Search > Anollration • ` ® FL # — - Application 'type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Emali Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Building Code Online Application Detail Yi IKO Building Products, Inc. Box 1404 lin, MO 64802 7) 624-6644 Ext2305 Eden ri Eden Box 1404 lin, MO 64802 7) 624-6644 Ext 2305 ng alt Shingles J111'Y39 4 W.FINAt aPPR oepRmhero;rs. cotRxrsnartr, RECEIVED DEC 3 0-2020 Permitting Department St. Lucie County luation Report from a Florida Registered Architect or a Licensed Florida essional Engineer Evaluation Report - Hardcopy Received R. Priest 74021 LLC ce Bowden P.E. Validation Checklist - Hardcopy Received Nara Year d D 3161 2016 4 D 3462 w +IDD7158 100 00S lo, PS Testing Lab. https:llfloridabuilding.org/prlpr app dtl.aspx?paiam=wGEVXQwtDquvosrHazGXQW83MPT3uofKzD1M2Xu9wuWmY6PQIJlukQ%3d%3d 1/2 Certificate of Authorization Ncy 29824 K 17520 Edinburgh Dt Cl R ,.. _ .. Tampa, FL 33647 TECHNICAL SERVICES, LLC (823) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, eH EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued September25, 2017 220 West 0 Street Joplin, MO 64801 (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 Cade 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 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) 10CAS0498 ASTM D 3462 ASTM D 3462 2010A 2010A UL LLC (TST9628) I OCA64882 ASTM D 3161 2016 UL LLC (TST9628) 11NK14014 ASTM D 3161 2016 UL LLC (TST9628) 12CA24551 ASTM D 3462 ASTM D 3161 2010A 2016 UL LLC (TST9628) 4786110543 ASTM D 6381 2608(2013)e1 UL LLC (TST9628) 4787043752 ASTM D 3161 2016 UL LLC (TST9628) 4787148748 ASTM D 7158 2011 ..r ASTM D 3161 2016 ASTM D 3462 2010A CREEKnTechriical Services LLC (ANE11669) TBP15001.3 Calculations 2017 „. TBP15001.4 FL18355-R4 Page 1 of 11 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 Asphalt Shingles TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION Elite Glass -Seal® 12-1/4" 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 Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal 12-1/4" x 36", ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass (Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462.. Shingles shall be used in the non-HVHZ only. Heritage® 13-1/4" 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 Joplin, Phillipsburg & complying with ASTM D 3462. Tuscaloosa) Heritage® Premium 13-1/4" 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 Phillipsburg & complying with ASTM D 3462. Tuscaloosa) Heritage® Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage® Vintage® 17-1/2" x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphal shingle surfaced with mineral granules complying with ASTM D 3462. Heritages 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 3462.1 Heritages Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. 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 (Phillipsburg) TBP1.5001 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle surfaced with mineral granulescomplying with ASTM D 3462. FL1 2of11 This evaluation report is provided for State of Florida product approyy' al under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurande changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installa}ion, recommended use, or other product attributes that are not specifically addressed herein. CREEK. TECHNICAL SERVICES, LLC INSTALLATION Elite Glass -Seal® Basic Wind Speed (V„ ir): (Frederick, Joplin & Basic Wind Speed (Vega): Tuscaloosa) Deck (HVHZ): & Glass -Seal (Frederick; Joplin (Non- HVHZ) & Tuscaloosa) Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PkPDUCTS, AsphalfShlrigles 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. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB 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 5-1/8 inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall'be attached using °6 Nail Pattern" detailed below. Installed with 5-1/84nch 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. M Edge Figure 1. Elite Glass -Seal & Glass -Seal 4 Nail Pattern (Non-HVHZ only) NAILS _74g4 5.11811 -7/80 i-718" Bub Edge Figure 2. Elite Glass -Seal & Glass -Seal 6 Nail Pattern TBP15001.4 FL18355-R4 Page 3 of 11 This evaluation report is provided for State of Florida product approval und& 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® (Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa) Heritage@ Premium (Dallas, Frederick Phillipsburg & Tuscaloosa) Heritage® Woodgate (Dallas & Frederick) Basic Wind Speed (V&): Basic Wind Speed (Vasd): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles ax. 194 mph ax. 150 mph accordance with FBC requirements; Aidly sheathed min. 19/32 in. plywood or wood plank for 'w construction; Min. 15/32 in. plywood existing accordance with FBC requirements; ilidly sheathed min. 15132 in. plywood or wood plank for w construction; Min. 7/16 in. OSB existing construction. accordance with FBC requirements. 12 and in accordance with FBC requirements. Refer to manufacturer's application instructions when installing Ingles at slopes greater than 21:12. ,tailed with 5-5/8 in. exposure in accordance with RAS 5 and manufacturer's published installation instructions. singles shall be attached using "6 Nail Pattern' detailed 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 Pattem" detailed below. FASTENERS �'�: NAIL ZONE COMMON - _ - BOND ,EXPOSURE 5-6/8" 12-1/2"12-3/8" 12-1 /2'1" Figure 3. Heritage®, Heritage® Premium, and Heritage® Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) FASTENERS 6- i � ►I �+t-7-1/2"-1�1- 7-112° T Figure 4. Heritage® & 6 Nail P: TBP15001.4 FL1 This evaluation report is provided for State of Florida product a', Technical Services, LLC of any product changes or quality ass This evaluation report does not express nor imply warranty, in; specifically addressed herein. NAIL ZONE COMMON BOND EXPOSURE 5-518" i-1/2"-►h-T-112"-►� �i—i " eritage® Premium 1.4 - Page 4 of 11 it under Rule 61G20-3. The manufacturer shall notify CREEK changes throughout the duration for which this report is valid, in, r`ecommended use, or other product attnbutes that are not CREEK TAMKO BUILDING PRODUCTS Asphalt Wngles' TECHNICAL SERVICES, LLC PAIN LIN l yr Q I Common Bond I '4 - -' - 39-3/811- I Figure 6. Heritage®, Heritage® Premium, $ Heritage® Woodgate Alternate 6 Nail Pattern LOC'AW45 V E Figure 7. Heritage® (Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above li TBP15001.4 FL18355-R4 i Page 5 of 11 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, Irecommended use, or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS §'CREEK Asphalt Shingles T*CHNICAI.. SrRVICES, LLC Heritage® Premium Basic Wind Speed (V„ ja: Max. 194 mph (Frederick) Basic Wind Speed (Ve6d): 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 Deck (Non-HVHZ): Irk accordance with FBC requirements; Stolidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. Undedayment: In accordance with FBC requirements. Min. slope: 212 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 a9d manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed bi6low. Installation (Non-HVHZ): I stalled with 5 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 Figure S. Heritage® 4 Nail Pattern ( 1'I—I �1-91/2i4 Figure 9. Heritage® 6 Nail TBP15001.4 FL1 This evaluation report is provided for State of Florida product a Technical Services, LLC of any product changes or quality assi This evaluation report does not express nor imply warranty, Ins specifically addressed herein. NAIL ZONE/ COMMON BOND 5" lum (Frederick) VHZ only) NAIL ZONIEJ COMMON BOND 5" 91/2" I.6--1 um (Frederick) C4 _ Page 6 of 11 I under Rule 61G20-3. -The manufacturer shall notify CREEK changes throughout the duration for which this report is valid. n, recommended use, or other product attributes that are not CREEK TECHNICAL SERVICES, LLC Heritage® Woodgate Basic Wind Speed (V„lt): (Frederick) Basic Wind Speed (Vey): Deck (Non-HVHZ): Undedayment: Min. slope: Installation (Non-HVHZ): 1" 11p 1 Figure 10. H 4 Nail TAMKO BUILDING PRODUCTS Asphalt'Sh�ngles I Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 15/32 In. plywood or wood plank for new construction; Min. 7/16 in. OSB 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 FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either 04 Nail Pattern" or "6 Nall Pattern" detailed below. II NAIL ZONFJ - f COMMON BOND EXPOSURE 5P eritage® Woodgate (Frederick) Pattern (non-IIVHZ only) FASTENERS t 'F 5 EXPOSURE 5" 1 --►� 9-1�2" �f�3'1►�f�9-3/8"-/4�3 - 9.112' �Fl Figure 11. Heritage® Woodgate (Frederick) 6 Nall Pattern i I i I� TBP15001.4 FL18355-R4 This evaluation report Is provided for State of Florida product approval undo Technical Services, LLC of any product changes or quality assurance chant This evaluation report does not express nor imply warranty; installation, !re' specifically addressed herein. ZONE/ NON BOND Page 7 of 11 Rule 61G20-3. The manufacturer shall notify CREEK s throughout the duration for which this report is valid. nmended-use, or other product attributes that are not CREEK TECHNICAL SERVICES, LLC Heritage® Vintage® Basic Wind Speed (V,ft): (Phillipsburg) Basic Wind Speed (Vwd): Deck (HVHZ): Deck (Non-HVHZ): Undedayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): 6' 'fAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph M x. 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. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2: 2 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing st Ingles at slopes greater than 21:12. Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Singles shall be attached using "6 Nall Pattern" detailed low. 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. &powre 1 LF11, 1/ .1 �ui 3M'— Figure 12. Heri ge® Vintage® 5 Nail Pattern (non-HVHZ only) r Figure 13. He 6 Nail TBP15001.4 FL1 f This evaluation report is provided for State of Florida product ap Technical Services, LLC of any product changes or quality assu This evaluation report does not express nor imply warranty, Inst specifically addressed herein. 11 Bwasm / Rauh 1 A1IP Vintage® i4 Page 8 of 11 I under Rule 61G20-3. The manufacturer shall notify CREEK changes throughout the duration for which this report is valid. n, recommended use, or other product attributes that are not C R E EK TAMKO BUILDING PRQDUCTS, Asphalt Shingles TECHNICAL SERVICES, LLC Hip & Ridge Basic Wind Speed (V,dt): Max. 1�94; mph (Frederick & Joplin) Basic Wind Speed (Vaw): Max. 156 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 Deck (Non-HVHZ): In accordance with FBC requirements; Solidly, sheathed min. 15/32 In. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. Undedayment: 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. Dlrecdono prevailing wind exposure rnl Figure 1 Fastener Figure 2 Figure 14. Hip & Ridge (Frederick & Joplin) I i II i I TBP15001.4 FL18355-R4 This evaluation report is provided for State of Florida product approval unde Technical Services, LLC of any product changes or quality assurance chang This evaluation report does not express nor imply warranty, installation, feq specifically addressed herein. IXpoSure Page 9of11 Rule 61G20-3. The manufacturer shall notify CREEK s throughout the duration for which this report is valid. nmended use, or other product attributes that are not -MCREEK TECHNICAL SERVICES, LLC Vintage® Hip & Ridge Basic Wind Speed (V�,r): (Phillipsburg) Basic Wind Speed (V,,d): Deck (HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles ax. 194 mph ax. 150 mph accordance with FBC requirements; ilidly sheathed min. 19/32 in. plywood or wood plank for w construction; Min. 15/32 in. plywood existing Deck (Non-HVHZ): Ini accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Underlayment: In l 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. Diredlono prevailing are Figure 1 -� Fastener Figure 2 Figure 15. Vintage® Hip TBP15001.4 FL18 This evaluation report is provided for State of Florida product ap Technical Services, LLC of any product changes or quality assur This evaluation report does not express nor imply warranty, inst specifically addressed herein. o- exposure rigure .3 I Ridge (Phillipsburg) Z4 Page 10 of 11 1 under Rule 61G20-3. The manufacturer shall notify CREEK changes throughout the duration for which this report Is valid. n, recommended use, or other product attributes that are not i i G R DING PRODUCTS K. TAMKO BUILDING ShingIW' TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 60-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6s' Edition (2017) as evidenced in the referenced documents; submitted by the named manufacturer. t %PFtY R. p9 ei,� 4 GElu3F�Fs��. !- 2017.09.25 No 74021 • 7• � ' AAp+..•MaogitMr � r I P STATE OF .' iU -O4 OO �'.�'n •'•'c� P' `��,, Zachary R. Priest, P.E. •.••O R l •• • C?�% Florida Registration No. 74021 ONAi E �Organization No. ANE11669 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. i 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 it END OF REPORT TBP15001.4 _ FL18355-R41 Page 11 of 11 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.