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HomeMy WebLinkAboutEVALUATION REPORT - ASPHALT SHINGLESCREEK TECHNICAL SERVICES, LLC 'ALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS 220 West 4u' Street Joplin, MO 64801 (417) 624-6644 Manufacturing Plants: Joplin, MO Phillipsburg, KS i Frederick, MD Dallas, TX Tuscaloosa, AL Assurance: UL LLC (QUA9625) Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 FLORIDA BUILDING CODE, 6'" EDITION (2017) Issued September 25, 2017 SCANNED By Ste Lucie County ory: Roofing degory: Asphalt Shingles Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 rties: Physical properties, Wind Resistance, Wind Driven Rain PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) L LLC (TST9628) L LLC (TST9628) LLC (TST9628) LLC (TST9628) LLC (TST9628) Report No. TAP-043-02-01 TAP-051-02-01 TAP-054-02-01 TAP-114-02-01 TAP-117-02-01 TAP-130-02-01 TAP-131-02-01 TAP-165-02-01 TAP-280-02-01 TAP-303-02-01 TAP-307-02-01 TAP-314-02-01 Rev 2 TAP-315-02-01 TAP-317-02-01 02NK9507 04NK24366 05NK28006 06NK03898 08CA59132 09NK07896 1OCA50498 1OCA64882 11 NK14014 LLC (TST9628) >. 4551 LLC (TST9628) 0543 LLC (TST9628)"Ok p4Y743752 LLC (TST9628) ,..�'i 48748 CREEK Technical Services LLC (ANE11669) TBP15001.3 Standard TAS 100 TAS 100 TAS 100 TAS 100 TAS 100 TAS 100 TAS 100 TAS 100 TAS 100 TAS 100 TAS 100 TAS 100 ASTM D 6381 TAS 100 ASTM D 3161 ASTM D 3462 ASTM D 6381 UL 2390 ASTM D 7158 ASTM D 3161 ASTM D 3462 ASTM D 3161 ASTM D 3161 ASTM D 3462 ASTM D 3462 ASTM D 3161 ASTM D 3161 ASTM D 3462 ASTM D 3161 ASTM D 6381 ASTM D 3161 ASTM D 7158 ASTM D 3161 ASTM D 3462 Calculations Year 1995 1995 1995 1995 1995 1995 1995 1995 1995 1995 1995 1995 2008(2013)e1 1995 2010 2010A 2008(2013)e1 2011 2016 2010A 2016 2016 2010A 2010A 2016 2016 2010A 2016 2008(2013)e1 2016 2011 2016 2010A 2017 TBP15001.4 FL18355-R4 Page 1 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. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC I RRODUCT DESCRIPTION lite 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 uscaloosa) ceramic granules complying with ASTM D 3462. Mass -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 uscaloosa) ceramic granules complying with ASTM D 3462. lass -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. eritage® 13-1/4" x 39-3/8°, ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass Pallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules ,oplin, Phillipsburg & complying with ASTM D 3462. eritage® Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass Pallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules , hillipsburg & complying with ASTM D 3462. eritage® 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. eritage® Vintage® 17-1/2" x 40°, ASTM D 3161, Class F and ASTM D 7156, Class H fiberglass reinforced, Philllpsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. eritage® Woodgate 13-1/4" x 39-3/8°, ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass atlas & Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. eritage® 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. ip 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. intage@ 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. 15001.4 FL18355-R4 Page 2 of 11 evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK finical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not ificaliv addressed herein. CREEK TECHNICAL SERVICES, LLC ALLATION Glass -Seal@ Basic Wind Speed (V„ ii): ierick, Joplin & Basic Wind Speed (Vasd): .aloosa) Deck (HVHZ): ,s-Seal ierick, Joplin (Non- Z) & Tuscaloosa) Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): Nailing Area Nailing Area TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph 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. 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 5-1/8-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. NAILS Butt Edge Figure 1. Elite Glass -Seal & Glass -Seal 4 Nail Pattern (Non-HVHZ only) I►1.11�] 11-1 Butt Edge Figure 2. Elite Glass -Seal & Glass -Seal 6 Nail Pattern -7fn 5-1/8" �-718" i-1181, 15001.4 FL18355-R4 Page 3 of 11 evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK nical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not ifically addressed herein. f CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC )alias, Frederick, Joplin, hillipsburg & Tuscaloosa) ritage@ Premium alias, Frederick illipsburg & Tuscaloosa) e@ Woodgate & Frederick) 6-1/8" 15001.4 Basic Wind Speed (Vint): Basic Wind Speed (Vasd): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ) Installation (Non-HVHZ): Max. 194 mph Max. 150 mph 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. 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 5-5/8 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. 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. FASTENERS NAILZONE j:��COMMON BOND EXPOSURE 6-618" 1 " �111-- 12-1 /2" 12-3/8" -- 1 2-1/2' -►, H " Figure 3. Heritage@, Heritage@ Premium, and Heritage@ Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) Figure 4. Heritage@ & Heritage@ Premium 6 Nail Pattern FL18355-R4 NAIL ZONE COMMON BOND IE 5-5/8" 4of11 evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK nical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not ificaliv addressed herein. CREEK TECHNICAL SERVICES, LLC TAMKO BUILDING PRODUCTS Asphalt Shingles i-1I8" F.XPOSURE55tB"= kT;T12:► .7-172'+q4VW+— 7 1I2?+Ii�F7 U2 Figure 5. Heritage® Woodgate 6 Nail Pattern ®,CommonBond CM -� Co u7 CD i W' 39-3/8" Figure S. Heritage®, Heritage® Premium, & Heritage® Woodgate Alternate 6 Nail Pattern 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 'BP15001.4 FL18355-R4 Page 5 of 11 'his evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK echnical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. 'his evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not pecifically addressed herein. CREEK TECHNICAL SERVICES, LLC Premium Basic Wind Speed (Vu,t): Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ) Underlayment: Min. slope: Installation (HVHZ) Installation (Non-HVHZ): I i TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph 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. 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 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 "4 Nail Pattern" or "6 Nail Pattern" detailed below. NAIL ZONE/ 'COMMON BOND 511 1 "—►I �-- 11" — 12" Figure 8. Heritage® Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ FASTENERS COMMON BOND T51/2" EPO SURE 5" -I-- n D D1 n� H1hn 911-+t " 91/2" 1*H1 Figure 9. Heritage® Premium (Frederick) 6 Nail Pattern 15001.4 FL18355-R4 Page 6 of 11 evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK finical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not ifically addressed herein. CREEK TECHNICAL SERVICES, LLC TAMKO BUILDING PRODUCTS Asphalt Shingles ieritagee Woodgate Basic Wind Speed (Vu,t): Max. 194 mph Frederick) Basic Wind Speed (Vasa): Max. 150 mph Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. 0S13 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 (Non-HVHZ): Installed 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 T Nail Pattern" detailed below. ZONE/ ION BOND T 5.1f2" EXPOSURE W 11" ••lr�-12-318'r 4 - 1191 �-111 Figure 10. Heritage® Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) ZONE MON BOND t 5.1i2" EEXPOSU!�-- 1"—� � 9-112"-►�F3'�-9�18"—i�3�F 9-112" -►I �—j" Figure 11. Heritage® Woodgate (Frederick) 6 Nail Pattern 'BP15001.4 FL18355-R4 Page 7 of 11 evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK nical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not ifically addressed herein. r" CREEK TECHNICAL SERVICES, LLC Vintage@ Basic Wind Speed (Wit): g) Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ) Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph 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. 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 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 % Nail Pattern" detailed below. 4a' � narnas z Fasteners 17-W �—i 1..� 9.1 a•--M�-4tM•---r�--9-1X 111 11r -v -1 �+—ta�ra —� f +—ta�na•--►� Figure 12. Heritage@ Vintage@ 5 Nail Pattern (non-HVHZ only) Figure 13. Heritage@ Vintage® 6 Nail Pattern eposure Notch 15001.4 FL18355-R4 Page 8 of 11 evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK nical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not ificaliv addressed herein. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LL.0 ip & Ridge Basic Wind Speed (V„it): Max. 194 mph Frederick & Joplin) 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 I construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. 0S13 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 j prevailing wind. Direction prevailing wind ,t , 71/8" exposure Figure 1 In$1 1 » YO S Fastener Figure 2 Figure 14. Hip & Ridge (Frederick & Joplin) Dxposure 15001.4 FL18355-R4 Page 9 of 11 evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK nical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not Mcally addressed herein. CREEK TECHNICAL SERVICES, LLC TAMKO BUILDING PRODUCTS Asphalt Shingles tage® Hip & Ridge Basic Wind Speed (V„ it): Max. 194 mph illipsburg) 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. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB 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. Directiofn of prevailing wind 5" exposure Figure 1 Fastener �5-1/2" Figure 2 a.. exposure rigure Figure 15. Vintage® Hip & Ridge (Phillipsburg) FBP15001.4 FL18355-R4 Page 10 of 11 evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK mical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not :ifically addressed herein. 1 ' CREEK TAMKO BUILDING PRODUCTS 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 61 G20-3. 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. ��`� PRY R.. p %G � G E N S� �Fo o No 74021 . 1 r 13 '.. STATE OF : 4/Z.00 rrrrrnn����� FICATION OF INDEPENDENCE -04'00' 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 END OF REPORT BP15001.4 FL18355-R4 Page 11 of 11 his evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK echnical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. his evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not Decifically addressed herein.