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Home My WebLink AboutProduct Approval BCIS Home I Log In User Registration Hot Tapia , Submit Surcharge Stats&Facts Publications FBC Staff 1 BCIS Site Map Unks ! Search drFlorida Produ USER:Pub icc User ApprOVaI ffi Product APnroval Menu>Product or APnlic ition Search>Aoolication List>Application Detail FL# FL12328-118 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer TAMKO Building Products,Inc. Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext2305 kerri_edeh@tamko.com Authorized Signature. Kerri Eden kerri_edenCWtam ko.co m Technical Representative Ord Eden Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext'2305 kerrL-eden@tamko.com I Quality Assurance Representative Address/Phone/Email i Category Roofing Subcategory Underlayinents Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Zachary R.Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden P.E. G Validation Checklist-Hardcopy Received I Certificate of Independence FL12328 R8 COI TBP14001 4 2017 FBC Eval Report TAMKO Underlayments final.odf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 i Equivalence of Product Standards Certified By I •_4 i Sections from the Code Product Approval Method Method i Option D Date Submitted 10/05/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/20/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL12328 RS II TBP14001 4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ:Yes Underlavments Final.pdf Impact Resistant:N/A Verified By:Zachary R.Priest 74021 Design Pressure:N/A Created by Independent Third Party:Yes Other:See evaluation reportfor limits of use. Evaluation Reports FL12328 R8 AE TBP14001 4 2017 FBC Eval Report TAMKO Underlavments rinal.odf Created by Independent Third Party:Yes 12328.2 ASTM Tile Underiayment Coated organic underlayment i Limits of Use Installation Instructions Approved for use in HVHZ:Yes F1-12328 R8 Jr TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ:Yes Underfavments final.odf Impact Resistant:N/A Verified By:Zachary R.Priest 74021 Design Pressure:.N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports F1-32328 R8 AE TBP14001 4 2017 FBC Eva[Report TAMKO Underlavments final.pdf Created by Independent Third Party:Yes 12328.3 Master Smooth Asphalt saturated organic:underlayment. Limits of Use; Installation Instructions Approved for use in HVHZ:No FLIZ328 R8 II T3P14001 4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ:Yes Underlavments final,gdf Impact Resistant:N/A Verified By:Zachary R.Priest 74021 Design Pressure:N/A, Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001 4 2017 FBC Eval Report TAMKO Underlavments final.pdf Created by Independent.Third Party!Yes 12328.4 Moisture Guard A self-adhering modified bitumen underfayment. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL12328 R8 II TBP14001 4 2017 FBC Eval Report TAMKO Approved for use outside-HVHZ:-Yes Underlavments final.pdf Impact Resistant:N/A Verified By:Zachary R.Priest 74021 Design Pressure:N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TSP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party:Yes 41 12328:5 No.15 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL12328 R8 II TBP14001 4 2017 FBC Eval Report TAMKO J Approved for use outside'HVHZ:Yes Underlavments nnal.odf Impact Resistant:N/A Verified By:Zachary R.Priest 74021 Design Pressure:N/A. Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports EU2328 R8 AE TBP14001 4'2017 FBC Eval Report TAMKO Underlavments final.pdf Created,by Independent Third Party:Yes 12328.6 No. 15 UL Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL12328 R8 II TBP14001 4 2017 FBC Eval Report TAMKO Approved-for use outside HVHZ:Yes Underlavments final.odf i Impact Resistant:N/A Verified By:Zachary R.Priest 74021 Design`Pres"sure:N/A Created by Independent Third Party:.Yes Other:See evaluation report for limits of use. Evaluation Reports 1 FL12328 R8 AE TBP14001 4 2017 FBC Eval Report TAMKO Underlayments final.odf Created by'Independent Third Party:Yes 123283 No.30 ASTM Asphalt saturated organic felt Limits-of Use Installation Instructions Approved for use in HVHZ:Yes FL12328 R8•II TBP14001 4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ:Yes Underlayments final,pdf Impact Resistant:N/A Verified By:Zachary R._Priest 74021 Design Pressure:N/A Created by Independent Third Party:Yes Other:See evaluation report`for limits of.use. Evaluation'Reports FL12328 R8 AE TBP14001 4 2017 FBC Eval Report TAMKO Und6davments final.Ddf Created,by.Independent Third-Party:Yes 12328.8 No.30 UL Asphalt saturated organic-felt Limits of Use Installation Instructions Approved'.for use in'HVHZ:Yes FL12328 R8 II TBP14001 4 2017 FBC Eval ReoortTAMKO Approved for use outside HVHZ:'Yes Underlayments final.Ddf Impact Resistant:N/A, Verified By:,Zachary R.Priest 74021 Design Pressure:N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation-Reports FI'123213 R8 AE TBP14001 4 2017 FBC Eva(Report TAMKO Underlayments final.Ddf Created by Independent Third Party:Yes 12328.9 TAM-F-ELT Alternate to ASTM D 226,Type 3I underlayment Limits of-Use• Installation'Instructions Approved for use in HVHZ:Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO. Approved for use outside HVHZ:Yes Underlaymentsfinal.pdf Impact Resistant:N/A Verified By: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 FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final:pdf Created by Independent Third Party:Yes 12328.10 TW Metal and Tile Underlayment self-adhering modified bitumen underlayment Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL12328 R8 )I TBP14001.4 2017 FBC EJal Report TAMKO Approved for use"outside.HVHZ:Yes Underlayments final,odf Impact Resistant:N/A Verified By:Zachary R:Priest 74021 Design Pressure:N/A Created by Independent Third Party:Yes I Other:See evaluation reportfor limits of use. Evaluation Reports FLi2328 R8 AE T13P14001 4 2017 FBC Eval Report TAMKO lUnderlavments'final.odf Created by Independent Third Rarty:Yes 12328.11 JTW Underlayment self-adhering modified bitumen underlayment. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL12328 118 11 TBP14001 4 2017 FBC Eval Report TAMKO _Approved for use-outside HVHZ:Yes Underlayments finai.pdf Impact Resistant:N/A -Verified By:Zachary R.Priest 74021 Design Pressure:.N/A Created,by Independent Third Party:Yes Other.,See evaluation report for limits of use. Evaluation Reports. EI 12328 R8 AE TBP14001 4 2017 FBC Eval Reoort TAMKO y Underlayments final.Odf. Created by Independent Third Party:Yes i Back Nex. t` Contact Us::26601 Blair Stone Road Tallahassee R.32399.Phone:950-487-1824 ,. The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a.public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have anyquestions,please contact 850.487.1395.-Pursuant to section 455.275 + (1);Florida Statutes,effective 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 forofficial communication with the Ilcensee: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 he made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please !I dick here. Product Approval Accepts: I :i i Cert cafe of Auth7520 ion bur 29824 CREEK17520 Edinburgh Drive Tampa,FL 33647 'TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLoRIDA BUILDING CODE,C EDITION(2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19,2017 P.O.Box 1404 Joplin,MO 64802 (417)624-6644 http://wWw.tamko.com Quality Assurance: UL LLC(QUA9625) SCOPE j Category: Roofing i Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION i TAMKO®ASTM Slate ASTM D 6380,Class M,Type 11 underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides-with asphalt and surfaced with granules. TAMKO®ASTM Tile ASTM D 8380, Class M,Type II underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. TAMKO®Master ASTM D 6880;Class S,Type,IV underlayment constructed from an.organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ'only. TAMKO®Moisture Self-adhered, ASTM.D.1970,_fiberglass reinforced; modified bitumen sheet membrane Guard® with a mineral_.surfacing and. a removable release film on the, adhesive side and removable selvedge release tape. TAMKO®No.15 ASTM ASTM D 226,Type I underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO®No.15 UL ASTM D 226,Type I underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO®No.30 ASTM ASTM D 226,Type 11 underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt- Organic.Felt TAMKOO No.30 UL ASTM D 226,Type I underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt Organic Felt t TAMKO®TW Metal and Self-adhered,flexible,ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release.film on the adhesive side. TAMKOO TW Self-adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 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 PRODCUTS,INC. ! TAMKO Underlayments TECHNICAL SERVICES,LLC TAMKO®TAM-FELT Alternate to ASTM D 226,Type I and Type 11 underlayment constructed from a non- perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the 'FBC, and the requirements below. 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. The roof deck shall be constructed of closely fitted plywood,sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 118" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) .The minimum application temperature of TAMKO(D TW Metal and Tile Underlayment and TAMK00 TW Underlayment shall be 40°F. b) The minimum application temperature of TAMK00 Moisture Guard&shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum-slope of TAMKO®ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception` TAMKOO TW Metal and Tile Underlayment maybe exposed for a maximum 90 days. Self-adhering underlayments may be adhered to primed or unprimed plywood substrates.in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: j Metal Roof Mineral Wood - Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOO ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOO.ASTM Tile N N N N N Y Underlayment TAMKOO Master Smooth Y' N N N N N j TAMKO@ Moisture Guard@) Y N N N N N TAMKO@)No.15 ASTM- Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKOO No.15 UL Asphalt Y Y Y YZ Y N Saturated'Organic Felt TAMKOO No.30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt ! TAMKOO No.30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKOO TW Metal and Tile Y Y N N N Y Underlayment TAMKOO TW Underlayment Y Y N N N N TAMKO®TAM-FELT Y N N N N N Notes: 1)Open valley applications per 1507.2.9.2 2)Woad shingles only TBP14001.4 FL12328-R8 Page 2 of 4 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. ' I CREEK TAMKO BUILDING PRODCUTS,INC. !l��RT K TAMKO Underlayments TECHNICAL SERVICES,LLC UMITATtONS' 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the:evaluated product.shall comply with this report,the FBC,and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) -Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated,the minimum roof slope shall be.in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eaves and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The-underlayment may be'used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the.manufacturer regarding specific exposure limits for each underlayment 10) Ail products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 611320-3. REFERENCES Enti Report No. Standard Year PRI Construction Materials Technologies(TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies(TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies(TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies(TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies(TST6049) TAP-218-02-01, ASTM D226 2009 PRI Construction Materials Technologies(TST6049) TAP'-219-02-01 ASTM D226 2009 PRI Construction Materials Technologies(TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies(TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction-Materials Technologies(TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies(TST6049) TAP-311-02-01 ASTM D 1970 2015a, PRI Construction Materials Technologies(TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies(TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC(TST9628) 13CA12269 ASTM D226 2009 �f f t i i i t I ' I i TBP14001.4 FL12328-R8 Page 3 of 4 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. i ' I TAMKO�BUILDING PRODCUTS,INC. CREEK TAMKO Underlayments TECHNICAL SERVICES,LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. ``�t�trtttttUi��1 20 17.10.19 N 12:15:58 o 74021 �-.0 * :rc —04t00r -�3 S TAT E OF ;�441 j ',��`�'•X'. O P=N Zachary R.Priest,P.E. Florida Registration No. * ONA` Organization No.ANE9641 21 Attttt 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. i END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 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. + F16ridafluildingCodeOnline rake i ul� i s • • 1tess 1 • 1 �rvyggw,� d. t BCIS Home i Log In i-User Registration Hot Topics i Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map { Links Search Florida �s� 1 .i L Product Approval .o'ti .USER:Public User newer Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL18355-114 Application Type Revision Code Version 2017 Application Status Approved Comments Archived. F1 l Product Manufacturer TAMKO Building Products,Inc. Address/Phone/Email PO Box 1464 Joplin,MO 64802 (417)624-6644 Ext 2305 r kerri_eden@tamko.com 'I Authorised Signature Kerri Eden kerri_eden@tamko.com i Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext 2305 kerrLeden@tamko.com t i Quality Assurance Representative Address/Phone/Email i Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 13 Evaluation Report-Hardcopy Received r Florida Engineer or Architect Name who developed :Zachary R.Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality-Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden 2i Validation Checklist-Hardcopy Received Certificate of Independence FL18355 R4 COI TBP15001 4 2017 FBC Eval Report Shingles finaLodf Referenced Standard and Year(of Standard) Standard Year ASTM D 3161 2016 ASTM D 3462 2010 ASTMD D 7158 2011 ' TAS 100 1995 Equivalence of Product Standards Certified By Approved Testing Lab FL18355 R4 Eouiv UL letter for standards for FBC 2017 ndf i Sections from the Code I i hqs://www.floridabuilding.org/pr/car app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 1/3/2018 1 -- Florida Building Code.Online Page 2 of 2 I f Product Approval Method Method 1 Option D a i Date Submitted 09/25/2017 I�I Date Validated 09/27/2017 r Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2617 Summary.of Products i i FL# Model,Number or Name Description 18355.1 , Glass-Seal,Elite Glass-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage,Heritage Premium, Heritage Woodgate,Heritage Vintage,Hip and Ridge,and Vintage Hip and Ridge Shingles Limits of Use Installation Instructions Approved-for use in HVHZ:Yes 171-18355 R4 II'TBP15001.4 2017 FBC Eva[Report Shingles Approved for use outside HVHZ:Yes final.odf Impact Resistant:N/A Verified By: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 FLIB355 R4 AE T13P15001 4 2017 FBC Eval Report Shingles tinal.Ddf Created by Independent Third Party:Yes I j Back ne CortactU ::2601 Blair Stone Road Tallahassee FL 32399'Phone:850-487-1824 1 The'State of Florida Is an AA/EEO-employer.Copyright 2007-2013 Slat"of Florida a Privacy statement::Accessibittty Statement::Refund statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records f request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall:if have any questions,please contact 850.487.1395.*Pursuant to S Section 455.275(1),Florida Statutes,effective October 1.,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls.provided may be used for official 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 public To determine if you are a licensee under ,j Chapter 455,F.S.,please dick here. i Product Approval Accepts; i Credit Card Safe I i I https:%/:www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 1/3/2018 Certificate of Authorization No.29824 CREEK 17520 Edinburgh Dr 1, 1 Il Tampa,FL33647 TE:cHNICAL..SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,a EDITION(2017) p Manufacturer: TAMKO BUILDING PRODUCTS Issued September25,2017 220 West 4`r'Street Joplin, MO 64801 (417)624-6644 Manufacturing,Plants Joplin, MO Phillipsburg, KS Frederick, MD j Dallas,TX Tuscaloosa,AL I I Quality Assurance,:, UL LLG(QUA9625) SCOPE Category: Roofing Subcategory: .Asphalt Shingles Code Sections: 1504.1.1, 1607.2.5, 1507.2.7.1, 1523.6.5.1 ? Properties: Physical properties,Wind Resistance,Wind Driven Rain REFERENCES" j Enti Report No. Standard. Year PRI Construcfibn 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-363-02-01 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 1996 PRI"Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1 PRIIConstruction Materials Technologies(TST5878) TAP-017-02-01 TAS 100 1995 UL,LLC(TST9628) 02NK9507 ASTM D 3161 2016 UL LLC"(TST9628) 04NK24366 ASTM D3462 2010A UL LLC(TST9628) 051`41(28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2011 UL LLC(TST9628) 06NK03898 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 08CA59132 ASTM D 3161 2016 UL LLC(TST9628) 69NK07896 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) I OCA50498 ASTM D 3462 2010A UL LLC(TST9628) 10CA64882 ASTM D 3161 2016 UL LLC(TST9628) 11NK14014 ASTM D3161 2016 ASTM D 3462 2010A. UL LLC(TST9628) 12CA24551 ASTM D 3161 2016 UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1 ULLLC(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) TBP15001.3 Calculations 2017 TSP15001..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. i CREEK TAMKO-BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC i PRODUCT DESCRIPTION Elite 0lassSeal@ 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 I Tuscaloosa) ceramic granules complying with ASTM D 3462. } i GlassSeal 12-114"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. t y,Heritag`e@ 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (D'alfas,.ftederickr_- .: reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin,!hilfipsburg.-& complying with ASTM D 3462. �'Fuscalaosa) Heritage@ Premium 13-1/4" x '39-318", 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, j (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 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 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 I 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 I (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. .l i I TBP15001.4 FL18355-R4 Page 2 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. I (� �" � TAMKO BUILDING PRODUCTS Cd ��.•rr, K Asphalt Shingles TECHNICAL SERVICES,LLC INSTALLATION Elite'Giass-Seal® Basic Wind Speed(V,„): Max. 194 mph (Frederick,Joplin& Basic Wind Speed( wd): Max. 150 mph j Tuscaloosa) Deck(HVHZ); In accordance with FBC requirements;_ & - Solidly sheathed-rimiti. 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 I 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 5-1/8 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"6 Nail Pattern"detailed below. NAILS I ._. --.__...-__-- Nailing ... ..._---------------------- --------- �. Area 5-118" Butt Bte Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Pattern(Non-HVHZ only) NAILS Nailing _ ...._ ...._ ..._.___... .................-...... -- - Cr7/B„ Area g ----.. _...... •-----------.___------_.....;_ 77 Jr-1/8n t Butt 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 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 i specifically addressed herein. i t CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC ; Heritage® Basic Wind Speed(Vut): Max. 194 mph i (Dallas;Frederick,Joplin, Basic Wind Speed(Vesd): Max. 150 mph Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for Heritage@ Premium new construction; Min. 15/32 in. plywood existing (Dallas, Frederick construction. 1 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. r (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(HVHZ): 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-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. FASTENERS NAIL ZON E COMMON BOND 1 $-1I8" EXPOSURE 5-66/8" ;+ 11 h— 12-112 —►�-- 12-318" --► -- 1'2-112' ti Figure.3. Heritage®,Heritage®Premium,and Heritage®Woodgate(Dallas) 4 Nail Pattern(non-HVHZ only) F I FASTENERS NAIL ZONE VCOMMON BOND j 6-1I8" E SURE 5-518" I 1' IF7-i/2=►h-7-i/2"-.� 7-112 4� 11-711Z-H f.-1 Figure.4. Heritage®&Heritage@ Premium 6 Nail Pattern i ! TBP15001.4 FL18355-R4 Page 4 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. I I I SOCRE EKTAMKO BUILDING PRODUCTS Asphalt Shingles 1 4 TEEHNICAL SERVICES,LLC i t NAIL ZONE/ F ' ASi`ENERS- COMMON BOND F 6EJ{P05URE 5'5/8" i �: „_�_ 1 . 1/2 7-1%2 7-318. -if2 7-112. �—Vi Figure 6. Heritage®Woodgate &.Naif'Pattern ►�1"i1"�f-- 12-172 FASTENERS I Common Bond 1 r co r In O r Lh X vw e 39-3/8" i Figure.6 Heritage®;Heritage.®Premium,&Heritage®Woodgate l Alternate 6 Nail Pattern i a r. 8 - PAINT FINE 7-718" _ —INAILZONE `r 6=1I8" EDGE OF COMMON BOND EXPOSURE 5=518" ACCEPTABLE I FASTENER LOCATION DO NOT FASTEN ALONG--ED-GE OF. - --- COMMON BOND PREFERRED. - -FASTENER: -LOCATION Figure 7. Heritage®(Tuscaloosa) Expanded Nail Zone Nail patterns'from Figures:3,4,and 6 maybe placed fit the nail zone as described above TGP15001.4 FL18355-R4 Page 5 of-11 This evaluation report is provided for State of Florida product approval under Rule 61 G203. 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. i f ;,t ..._ A i TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC 1 Heritage®Premium Basic.Wind Speed(Vwi): Max. 194 mph { (Frederick) 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. 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 Pattem"detailed below. I NAIL ZONE! FASTENERS COMMON BOND 51/2 Q(POSURE 5" t 1 ru( �-- 11"--►f i-- 12" —►�1--11��,� �, Figure 8. Heritage®Premium(Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ FASTENERS COMMON BOND 51/2" EEXPOSURE 5" 9"—+-3 91/2" 14-.1 Figure 9. Heritage®Premium(Frederick) 6 Nail Pattern i I ' T131315001..4 FL18355-R4 Page 6 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 specificaily addressed herein. TAMKO BUILDING PRODUCTS I Asphalt Shingles 1 TECHNICAL SERVICES,LLC i Heritage@ Woodgate Basic Wind Speed(Vuj): Max. 194 mph (Frederick) Basic Wind Speed(vasd): 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.SSB existing construction. Underlayment: Imaccordance 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 Fk. requirements and manufacturer's published installation # instructions'. Shingles shall be-attached using either 44 Nail Pattern'or"6 Nail Pattern"detailed'below. I I ii 2oNFj I F COMMON BOND ASTENERS T 5-9f2 EXPOSURE V r t Figure 1.0. HeritageO Woodgate(Frederick) 4 Nail Pattern(non-HVHZ only) NA.IL ZONF1 COMMON BOND i FASTENERS t �Jr, EXPOSU ° 1"—+►� �4. 9-112 3' 9-318''--►�+F341�-8-11V-1►I �f-1" Figure 11.. Heritage®Woodgate(Frederick) 6 Nail Pattern I f i TSP15001.4 FL18355-R4 Page 7 of 19 This evaluation report is provided for State of Florida product approval under Rule>BIG20-3, 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. Aam TAMKO BUILDING PRODUCTS mCREEK Asphalt Shingles i TECHNICAL SFERVICI:'S,LLC Heritagee Vintage®' Basic Wind Speed(V,ar): Max- 194 mph �• (Phillipsburg) Basic Wind Speed(Vud): 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; t 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 `t Pattemn or"6 Nail Pattern"detailed below. 4 40wwNN X ' u rxposure W tch • 6' Fatenas Na7. --— — ——— - -— — - - ore 17-W •i Exposure Figure 12. Heritage®Vintage® 5'Nail Pattern(non-HVHZ only) urn NMtlf lib.ae Ram 6 No7 ' pone 171)2' i LJ L L 4-0 I B�osure 7 hT,fi' --7-3/3' t Figure 13. Heritage@ Vintage° 6 Nail Pattern TBP15001.4 FL18355-R4 Page 8 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. I i CREEK Fog TAMKO BUILDING-PRODUCTS j. Asphalt Shingles TECHNICAL SERVICES,LLC i - f Hip 8,Ridge Basic Wind Speed(V„i,): Max.-194 mph f (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 construction. Deck(Non-HVHZ): to 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 i y Start, r5-1/8"exposure Start Figure 1 here 5-1/8"exposure its Als F stener Fastener Figure 2 1/0Figure 3 Figure 14. Hip 8,_Ridge(Frederick&Joplin) I TBP15001A FL18355-R4 Page 9 of 11 This evaluation report is provided for-State of Florida product approval under Rule 61G2073. 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 CRE Asphalt Shingles 4 TECHNICAL SERVICES,LLC Vintage®Hip 8 Ridge Basic Wind Speed(Vwc): Max. 194 mph (Phillipsburg) Basic Wind Speed(Vasa). Max. 150 mph Deck(HVHZ) Itr 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.7116 in.OSB existing construction. Underlayment: In accordance with FBG 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. I Direction of prevailing wind Start 5" exposure here— ' Start here 5" exposure Figure 1 1" Fastener A' F"astehet I Figure 2 1/4" Figure 3 Figure 1.5. Vintage®Hip. Ridge(Phillipsburg) TBP15001A FL18355-R4 Page10 of11 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. i CREEK TAMKO BUILDING PRODUCTS RM Asphalt Shingles ; TECHNICAL SERVICES,LLC i 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. f 3) The,mean roof height shall be restricted to a maximum 33 ft-in the HVHZ. 14) 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). AN,products listed in this report shall be manufactured under a quality assurance program,in compliance with i Rule 61 G20-3. COMPLIANCE STATEMENT The.products evaluated.herein by Zachary R._Priest, P.E. have demonstrated compliance with the Florida Building Code,60'Edition(2017)as evidenced in the.referenced documents submitted by the.named manufacturer. .wA G`Z`P'c'E N`9'F''• 2017.09.25 • /_ l No 74021 - 11 :31 :41 mowh.�b6uw,ar�n .��_ 04'00' ?� STATE OF • r �0T'.SA' P _% Zachary R.Priest, P.E. O R t 0''-C?� 9.`� Florida Registration No.74021 Organization ��'�S, O N A1-E��• No.ANE11669 l 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. I END OF REPORT TBP15001.4 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.