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HomeMy WebLinkAboutProduct Approval 10/13/2017 Florida Building Code Online BCIS Home' Log In~'I"'User Registration I Hot Topics- Submit Surcharge Stats&Facts I Publications FBC Staff I BCIS Site Map I.Links I Search FI rida Product Approval r 01110 - r% USER:Public User RECEIVE® Product Approval Menu>Product or Application Search>Application List>Ap �L n Detail FOCT 1.6.2817 L# �' fl-18355-113 � � ' Application_Type Revision PERMITTING Code Version 2014 t F St.Lucie County,FL Application Status Approved , s Comments Archived D Product Manufacturer TAMKO Building Products,Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417)624-6644 Ext 30 kerri_eden@tamko.co tILE 0 Authorized Signature Kerri Eden - ' kerri-eden@tamko.com Technical Representative Address/Phone/Email 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 01/07/2019 Validated By Locke Bowden Validation Checklist Hardcopy Received Certificate of Independence FL18355 R3 COI TBP15001.3 FBC 2014 Product Evaluation Report Shinales.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM D 3161 2009 ASTM D 3462 2009 ASTMD D 7158 2008 TAS 100 1995 Equivalence of Product Standards Certified By Sections from the Code hftps://floridabuilding.org/pr/pr app_otl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKl2FSvRVj3yllYNvoJiP6gg°/*3d`/o3d 1/2 Certificate of Authorization No.29824 CREEK 17520 Edinburgh Dr - Tampa,FL 33647 e TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T"EDITION(2014) Manufacturer: TAMKO BUILDING PRODUCTS Issued May 9,2017 220 West 4t'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 Code Sections: 1507.2.5, 1507.2.7.'l, 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 9995 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) T,AP-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-314-62-01 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 2009 UL LLC(TST9628) 04NK24366 ASTM D 3462 2009 UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2008d UL LLC(TST9628).: 06NK03898 ASTM D 3161 2009 ASTM D 3462" 2009 UL LLC(TST9628) 08CA59132 ASTM D 3161 2009 UL LLC(TST9628). 09NK07896 ASTM.D 3161 2009 ASTM D'3462 2009 UL LLC(TST9628) 1 OCA50498 ASTM D 3462 2009' UL LLC(TST9628) 10CA64882 ASTM D 3161 2009 UL LLC(TST9628) 1INK14014 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC(TST9628) 12CA24551 ASTM D 3161 2009 UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC(TST9628) 4787043752 ASTM D 3161 2009. UL LLC(TST9628) 4787148748 ASTM D 7158, . 2008d ASTM D 3161 2009 ASTM D 3462 2009 CREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations 2017 TBP15001.3 FL18355-R3 Pagel 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. D TAMKO BUILDING PRODUCTS ['t Asphalt Shingles TECHNICAL SERVICES, LLC INSTALLATION Elite Glass-Seal@ Basic Wind Speed(V„it): Max.194 mph (Frederick,Joplin& Basic Wind Speed(Vasd): .Max. 150 mph Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for Glass-Seal new construction; Min. 15/32 in. plywood existing (Frederick,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;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 nstalling'- 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 Nail 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 T Nail Pattern"detailed below. NAILS Nalling Alm ---- -- ---- -___ _-_ -------__._..._-______ 61 5-118" Butt Edge. Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Patten(Non-HVHZ only) NAILS Nailing -— _ 6-7ff Area --.....-.....- =- -- -- — — — -- 5-1I8" Butt Edge . Figure 2. Elite Glass-Seal&Glass-Seal 6 Nail Pattern TBP15001.3 FL18355-R3 Page 3 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. CREEKD L~ TAMKO BUILDING PRODUCTS G, K Asphalt Shingles TECHNICAL SERVICES, LLC ::NAILZONE/, ASTENERS'. .. COMMON BOND- E!(POSURE FWW 1 ,7.112' -7112;�► 731$" Figure 5. Heritage®Woodgate 6 Nail Pattern -►�1"�1"i� '12-1!2"-�; 1412-1/2" x;1";1!9�-- i i i i i i s i ® Common Bond FASTENERS T f 3. OD U, r to Figure 6. Heritage®, Heritage®Premium,8 Heritage®Woodgate Alternate 6 Nail Pattern PAINT' LINE 7,7l8" ....... }NAIL ZONE-. 6-1�8d. EIa.GE - COMMON: W.6',SURE ACCEPTABLE_.. ._,.. . FASTENER LOCATION DONOT FASTEN ALONGEQGE.OF _ `C;OMM ,N"BOND PREFERRED FASTENER LOCATION 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 TBP15001.3 FL18355-R3 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 specificallyaddressed herein. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Heritage®Woodgate Basic Wind Speed(V„ij): Max. 194 mph (Frederick) Basic Wind Speed(Vasd)E 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.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 21:1.2. 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'A Nail Pattern"or"6 Nail Pattern"detailed below. NAIL ZONE/ OMMON BOND FASTENERS :54/6 5-1/2" EXPOSURE 5" 11" -+-12-3/8 IF Figure 10. Heritage®Woodgate(Frederick) 4 Nail Pattern(non-HVHZ only) NAIL ZONE/ COMMON BOND FASTENERS t 5.112" EXPOSURES" 1"—i� Ef'8-112 ► 3' —8�/8 3'+i�-9-112"-� �-V Figure 11. Heritage®Woodgate(Frederick) 6 Nail Pattern TBP15001.3 FL18355-R3 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. CD TAMKO BUILDING PRODUCTS II K Asphalt Shingles TECHNICAL SERVICES, LLC Hip&Ridge. Basic Wind Speed(V„u): Max. 194 mph (Frederick&Joplin) 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 5-1/8 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 of prevailing wind Stmt l 5-1/8" exposure iII . Start Figure 1 here 5-1/8"exposure 1» yAS,, -; , Fastener Fastener Fi ure 3 Figure 2 � g . Figure 14. Hip&Ridge(Frederick&Joplin) TBP15001.3 FL18355-R3 Page 9 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 CREEK 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.tomeet 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 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 Code 5`h Edition(2014)as evidenced in the referenced documents submitted by the named manufacturer. %,0�Y IR ,�. 811 ���� ,E G •NSF '•c9�i� No 74.021 2017.05.09 15:06:10 STATE OF .� -04'00' ��',��•'�..O R t V... N�.`�, Zachary R.Priest,P.E. �.SS f0NA'���,` Organization No.ANE1166Florida Registration No. 9 1 CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LLC does not have,nor will a 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.doesnot 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 TBPM01.3 FL18355-R3 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.