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HomeMy WebLinkAboutProduct Approval (2) Certficate of Authorization No.29824 CREEK 17520 Edinburgh Dr Tampa,FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,C EDR7ON(2017) Manufacturer.: TAMKO BUILDING PRODUCTS Issued September 25,2097 220 West 0 Street Joplin,MO 64801 (417)624-6644 RECEIVED Manufacturing Plants: Joplin,MO Philipsburg,KS Frederick,MD D E r 10 ?019 Dallas,TX Tuscaloosa,AL ST. Lucie County, Permitting 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(rST5878) TAP4043-02-01 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(IST5878) TAP-117-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TA13430-02-01 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-014-02-01 Rev 2 TAS 100, 1995 PRI ConstnrctionMaterials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)81 PRI Construction Materials Technologies M5878) 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) O5NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2011 UL LLC(TST9628) OONK03898 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 08CA69132 ASTM D 3161 2016 UL LLC(TST9628) 09NK07896 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 1 OCA50498 ASTM D 3462 2010A UL LLC(TST9628) 10CA64882 ASTM D 3161 2016 UL LLC(TST9628) 11 NK14014 ASTM D 3161 2016 ASTM D 3462 201QA 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 D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC(ANE11669). T131315001.3 Calculations 2017 TBP15001 A FL18355-R4 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 81620-3. 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. GREEK 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-seating, 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-Sea[ 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. Glas6Seai 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, (PhiNipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®Woodgate 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 complying with ASTM D 3462. Heritage®Woodgate 12" x 36318", 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 '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. TB1515001.4 FL18355-R4 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shag 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 TAMKC BUti.DING PRODUCTS Asphalt Shingles Technical Services, LLC INSTALLATION Elite GlassSeaIV Basic Wind Speed(Vut): Max 194 mph (Frederick,Joplin& Basic Wind Speed(V,w): Max 150 mph. Tuscaloosa) Deck(WHZ): In accordance with FBC requirernents; & Solidly sheathed min. 19132 in. plywood or wood plank for Glass-Seal new construction; Min. 15/32 in. plywood existing (Frederic*,Joplin(Non- construction. HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction;Un.7/16 in.OSB existing construction. Underlayment: In acoordance 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 54/8 inch exposure in accordanoe with RAS 115 and manufacturers published installation instructions. Shingles shag be attached using'6 Nail Pattern' detailed below. Installation (Non-HVHZ): Installed with 5-1/84nch exposure in accordance-with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either'4 Nail Pattern'or'6 Nail Pattern'detailed below. NAILS �i• V. AM 5-118" MOP Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Pattem(Non-HVHZ only) NAILS �1e �e Nailer — — — —........... ------------------- 6-718" Area - — 5-118" Butt Edge Figure 2. Elite Glass-Seal&Glass-Seal 6 Nail Pattern TBP15001.4 171-18355-114 Page 3 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 specillcally addressed herein. REEK- Asphalt shingles TAMKO BUILDING PRODUCTS � C TECHNICAL.SF.RvicE:s,LLC Heritage@ Basic Wind Speed(Vwt): Max 194 mph (Dallas,Frederick,Joplin, Basic Wind Speed(Vaw): Max 150 mph Phillipsburg&Tuscaloosa) Deck(WHZ): In accordance with FBC requirements; & Solidly sheathed min. 19W in. plywood or wood plank for Heritage®.Premium new construction; Min. 15/32 in. plywood existing (Dallas,Frederick construction. Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 15/32 in. plywood or wood plank for Heritage@ Woodgate new construction;Min.7116 in.OSB existing construction. (Dallas&Frederick) 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(WHZ): 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-WHZ): Installed with 5-6/8 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 14AIL ZON E /COMMON If BOND 6-1/80 EEXPOSU 1" 12-1/2" 12-NS" FKjm 3. Heriitage@Hedbge@ Premium,and Herftge*Woodgaft(Dallas) 4 Nail Pattem(non-HVHZ only) FASTENERS NAIL ZONE /COMMON BOND URE 6-6/90 iLD n 0 F"POIS Figure 4. Heritage(ID&HeritageO Premium 6 Nail Pattern TBP15001A FL18355-R4 Page 4of11 This evacuation 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 specificaffy addressed herein. CREEK TAMKO BUILDING PRODUCTS I� K AsphaR Shingles TECHNICAL.SERVICES,LLC NAIL ZONE/ ASTENE COMMON BOND T 6-1/$° EKPIDSURE 55V Figure 5. Heritage®Woodgate 6 Nail Pattern ;i"1-12-1/2"- 1.2-1/2"-1"1" ® Common Bond FASTENERS ; CL O T lq X �WL] 1I1 39-318" - I Figure 6. Heritage%Heritage®Premium,&Heritage®Woodgate Alternate 6 Nail Pattern PAINT LINE 7-7/80 NAIL ZONE fi-if8° EDGE OF COMMON BOND EXPOSURE ACCEPTABLE FASTENER LOCATION DO NOT FASTEN COON BOND PREFERRED FASTENER LOCATION Figure T. Heritage®(Tuscaloosa) Expanded Nail Zone Nail pattems from Figures 3,4;and 6 may be placed in the nail zone as described above TBP15001 A FL18355-114 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,recommended use,or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC Heritage®Premium Basic Wind Speed(V„n): Max.194 mph (Frederick) Basic Wind Speed(Vsd): 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. 15132 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. 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"4 Nail Pattem°or'6 Nail Pattern"detailed below. NAIL ZONEI FASTENERS COMMON BOND 51/2° EKPOSURE 5" LE 0 0 11 -L I" t`— lin 12" 11"-q �--1 rr Figure 8. HeritageO Premium(Frederick) 4 Nail Pattern(non-HVHZ only) NAIL ZONEI FASTENERS COMMON BOND T51/2° EXPOS E 5" 1° �91h—'rz'''t.— 9°—+3 91/2" I4-1° Figure 9. Heritage®Premium(Frederick) 6 Nail Pattem TBP15001.4 FL18355-R4 Page 6 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. Cp �" TAMKO BUILDING PRODUCTS IZ L Asphalt Shingles TECHNICAL SERVICES,LLC Heritage®Woodgate Basic Wind Speed(Vwr): Max 194 mph (Frederick) Basic Wind Speed(Vew): Max 150 mph Deck(Non-HVHZ): In accordance with FBG 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. 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"6 Nail Pattern'detailed below. NAIL ZONE! FASTENERSCOMMON BOND 5-112" WT EXPOSURE W 1"--� �- 11" �1-•�-12-318"—� 11" —� �-1" , Figure 10. Heritage®Woodgate(Frederick) 4 Nail Pattem(non.HVHZ only) NAR ZONE/ COMMON BOND FASTENERS P. 5.1/2" EXPOSURE 5° Figure 11. Heritage®Woodgate(Frederick) 6 Nail Pattem TBP15001.4 FL18355-R4 Page 7 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. EEKTAMKO BUIL C p DING PRODUCTS 17 Asphalt Shingles TECHNICAL SERVICES,LLC Heritage®Vintage® Basic Wind Speed(Vmt): Max 194 mph (Phillipsburg) Basic Wind Speed(V,�4): Max.150 mph Deck(HVHZ): In accordance with FBG 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. 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. 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. 4d. X # Rpm= -r $ z Notch s, Fast�ngs rda8 tztrz° s^ Fx11pow. . 71 U ilS I- t A7JC ?7M 9-U1 -�44M T Figure 12. Heritage®Vintage® 5 Nail Pattern(non-HVHZ only) +� Mott sa+e v-vr stfiR 'salt- 1� —}iR-�a--73A V4W Figure 13. Heritage®Vintage® 6 Nail Pattern TBP15001.4 FL18355-114 Page 8 of 11 This evaluation report.is provided for State of Florida product approval under Rule 61 G204. 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. GREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC Hip&Ridge Basic Wind Speed(Vwt): Max 194 mph (Frederick&Joplin) Basic Wind Speed(Vend): 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. Underiayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5-18 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 ��t� r5-1/8" exposure here— Ft II Start Figure 1 here 5-118"exposure ?Fastener Fastener Figure 2 re 3 Figure 14. Hip a Ridge(Frederick&Joplin) TBP15001.4 FL18355-R4 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61620.3. 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. .0c TAMKO BUILDING PRODUCTS REEK Asphalt Shingles TECHNICAL SERVICES,LLC Vintage®Hip&Ridge Basic Wind Speed(Vwr): Max 194 mph (Phillipsburg) Basic Wind Speed(Vow): 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. Direction of prevailing wind �y 5"exposure •1 Start here 5" exposure Figure 1 1" ,, :,`I� Fastener Fastener -' ,5-1/2" �5A/2" Figure 2 1/4" Figure 3 . Figure 15. Vintage®Hip&Ridge(Phillipsburg) TBP15001.4 FL18355-R4 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61620-3. 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. e 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,6"'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. • `llllllllllf���,, �G,rp.RY R. p9i,,��, No 74021 S33 STATE OF . OJ ,.�T�'•'c� O Q:r`=�:� Zachary R.Priest,P.E. 21 Organization No.ANE11669 nnl 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. 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 A FL18355-R4 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.