Loading...
HomeMy WebLinkAboutProduct Approval n e $ A SCIS Home Login } User Registration Hot Topic } Submit Surcharge Stats Facts Publications i Far Staff} BCtS Site Maps links ; Search Pon a `�rA, 4'1 )USER PubliApproifal Product Approval Menu>product or Application Search>Application List>Application Detall FL#P FL12328-RB Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products,Inc. Address/Phone/Email PO Sox 1404 Joplin,MO 64802 (417)624-6644 Ext 2305 kerri_eden@tamko.com Authorized Signature Kerd.Eden kerrt_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext 2305 kerri_eden@tamko.com Quality-Assurance Representative .Address/Phone/Email Category Roofing Subcategory Undet'layments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1: 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. C Validation Checklist-Hardcopy Received Certificate of Independence EL112328 R8 COI TBP14001 4 2017 FBC Eval Reoort TAMKO Ulnderlavments final.odf Referenced Standard and Year(of Standard) Standard ear ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TRS 103 1995 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 10/05/2017 Date Validated 10119/2017 Date Pending FBC Approval 10/20/2017 DateApproved12/12/2617 Summary of Products FL# Mqd 4,Number.or Name Description 12328.1 ASTM-State Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ;Yes FL12328 R8 11 TBP14001.4 2017 FBC Eva[Report TAMKO Approved for use outside HVHZ:Yes Underlayments final.od 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 FL1 328 R8 AE TBP14001.4 2017 FBC.Eval Reort TAMKO Undertayments final.i)d Created by Independent Third Party:Yes 12328.2 ASTM Tile Underlayment Coated organic undeflayment Limits of Use Installation Instructions Approved for use in-HVHZ:Yiis FL12328 R8 11 TBP14001.4 2017 FBC Eval Reoort TAMKO Approved.for use outside,HVHZ:Yes Undedayments Final.1)d Impact Resistant:N/A Verified By:Zachary R.Priest 74021 Design Pressure:N/4 Created by Independent Third Party:Yes Other.See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017FBCEval Report TAMKO Underlayments final.nd Created by Independent Third Party:Yes f 123283 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved,for use in HVHZ:No FL123 28 R8 11 TSP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ:Yes UnOerlayments final,od 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 FLI 328 R8 AE -fBP14001.4 2017 FBC Evai Report TAMKO Und dayments final.12dt Created by Independent Third Party:Yes 1 12328.4 Moisture Guard A self-adhering modified bitumen underlayment. Limits of Use, Installation Instructions Approved for use in HVHZ:Yes FL12328 R8 IT.TBP14001A 2017 FBC Eval Report TAMKO Approved for use outside HVHZ:Yes Underlayments,final.Dd 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 Under1avmenLj,.final,Pd. Created by Independent Third Party.Yes 12328.5 No.15 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in.HVHZ:Yes FL12328 R8 11 TBP14001.4 2017 MC Eval Report TAMKQ Approved for use outside HVHZ.Yes Und rlayme nts fingLoa 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 FLI2328 Rfj 8E TBP14001—42Q17 FBC Eval Report TAMKQ Underlaymonn,final,pd, 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 Fl-12378 RB 11 TBP14001.4 20.17 FBC Evat Report TAMKO Approved for use outside HVHZ:Yes Underlavi-rignLs,final.od 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 Underlayments final.12d Created by Independent Third Party:Yes 12328.7 No.30 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL12328 RS 11 TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ:Yes Underlayments finalod 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 Underlayments final.od 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 EL12328 R8 11 TBP14001 A 2017 FBC Evai Report TAMKO Approved for'use-outside HVHZ:Yes Underlayments final.Dd Impact Resistant:N/A Verified By:Zachary R.Priest 74021 Design Pressure:N/A Created by Independent,Third Party:Yes Other:See evatuation'report for limits of use. Evaluation Reports FL12328 Ra AE TSP14001.4 2017 FBC Eval Report TAMKO Underlayments final.ad -Created-by Independent Third Party:Yes 12328.9 TAM-FELT Alternate to ASTM D 226,Type Il underlayment 'Limits of Use Installation Instructions. Approved,for use in HVHZ:Yes FL12328 R8 11 TBP14001.4 2017 FBC Eva)Report TAMKO Approved for.use outside HV,HZ.Yes Underl6yments flnal,pd Impact Resistant.,N/A Verified By:Zachary R.Priest PE-74021 Design Pressure:N/A (treated by'Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports Fl I;i�28 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final,Dd Created by Independent Third Patty:Yes 12328.10 ITW Metal and Tile Unberayment self-adhering modified bitumen underlayment Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL12328 Ra 11 TBP14001A 2017 FBC Eval Report TAMKO Approved for useoutsideHVHZ,Yes Underlayments rinal,Dd Impact Resistant: istant:N/A Verified By:Zachary.R.Priest 74021 Design Pressure,N/A Created by Independent Third Party.,Yes Other.See evhl iiation-repott for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Renort TAMKO Underlayments linal,od Created by Independent Third Party:Yes 12328.11 1TW—Underldyment self-adhering modified bitumen underlayment Limits of Use Installation instruct-tons Approved for use in HVHZ:Yes FLI 2328 P,8 11 TBP 14001.4 2017 FBC Eval Report TAMKO Approved,foi use outside HVHZ-Yes Underlayments final.nd Impact Resistant :N/A Verified-By:Zachary R.Priest 74021 Design Pressure.,N/A Created by Independent Third garty:Yes Other:See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE.TBP14001,4 2017 FBC Eval Report TAMKO Underlayments final,pd , . Created by Independent Third,Party:,Yes contact us::260I Blair Stone Road,Tallahassee EL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.CoPyrialit 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement:iRefund Statement Under Floridalaw,email addresses are public records.If you do not wan[your e-mail address released in response to a public-records request,do not send electronic mail to this entity. ritity.instead,contact the office by phone or by traditional mail.if you have any questions,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 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 I public.To determine if you are a licensee under Chapter 455,F.S.,please dick tam_ Product Approval Accepts: rNfIt W]FiRe E9 0 Certfcate of Authorization No.:29824 17520 Edinburgh Drive C R E EK Tampa,FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,6r"EDITION(2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19,2017 P.O. Box1404 Joplin,MO 64802 (417)624-6644 hftp://www.tamko.com Quality Assurance: UL LLC(QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT.DESCRIPTION TAMKOWASTM 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 6380,Class M,Type I I underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules.. TAMKOO Master ASTM D 6380,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. TAMKOO Moisture Self:adhered, ASTM D 1970, fiberglass reinforced; modified bitumen sheet.membrane Guard® with a mineral.surfacing and,a removable release filmon,the adhesive side and removable selvedge release tape. TAMKO,P 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 TAMKO8 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 TAMKOV No.30 UL ASTM D 226,Type 11 underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with ,asphalt. Organic Felt 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. TB1314001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule.81 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. ��O INC. �-°���0�"0�"�m� uuuu��rnuuuu/�. ��^m `�N�w0�°��� TAMROWm6edaynwnts TIFcHNICAL SsIRV»css,LLC TAMHO@)lAM-FELT Alternate to ASTMD 226,Type I and Type Umderlayment constructed from onon- perforated nrQanufe8thot issaturated With asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBQ and the requirements below. Deck substrates ohuU be clean, dry, andfreefmm any irregularities ond'debh� All fasteners in the deck shall be checked for protrusion and corrected prior toundodoymant application. The roof deck shall b d of closely fitted plod sheathing for new orexisting construction. Plywood deck shall beinstalled inaccordance with F8Crequirements. Roof decks shall have nomore than 1/8" gap etabutting joints. The minimum 50^F except as foUoywz a) The minimum applicationtemperature of.TAMKO@)TW Metal and Tile Underlaymentand TAMKO@TVV Underlayment shall ba40"17' b) The minimum application temperature of TAMK09 Moisture Guard@ shall be 35'F. The minimumroof slope ohal|.bui rdo with FSC requirementsexcept oofollows: a) The minimum slope ofTAMKO@)ASTM Slate Surfaced Roll Roofing shall be212. | Undedoymdnts shall be exposed in accordance With the manufacturers recommendations, but in no case shall / exposure exceed 3Odays. Exception: TAMKOS TW Metal and,Tile Underlayment may be exposed for a maximum 90 days. Self-adhehtigunderlaymentsmay beadhered toprimed or unphmadplywood substrates in thonon-HVHZ. Ali rool"coverings shall be mechanically fastened through the underlayment to the roof deck. � Allowable Roof Coverings: Metal Roof Mineral Wood AsphaW Panels and Surfaced Roll Shingles and state Clay and Underl6yrnent Shingles Shingles Roofing. Shakes Shingles Concrete'nle Surfaced Roll Roofing Underlayment Felt Saturated Organic Felt TAIVIKOO No.30 ASTM Felt Saturated Organic Felt Underlayment moeo 1)-Open Valley applications per 1507.2.9.2 2)Wood shingles only ' of ' TBP14001.4 This—_evaluation report is provided for State of Florida product approval Technical Services,ULC ofany product changes or quality assurance changes throughout the duration for which this report is valid. specificallyThis evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that ar6 not ~. . addressed herein. LDING PROQCUTS,INC. CREEK TAMKO BUITAIVIKO Underlayments TEcHNICAL'SERVICES,ILLC LIMITATIONS 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.m.anufacturers published application instructions. Where discrepancies exist between these sources,the more restrictive and FRC compliant installation,detail shall prevail. 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 eave, and lapped in successive courses installed Lip 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 undedayrrfent,sh. all not be.installed over existingroofcoverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment, 10) All products listed in this report shall be manufactured under a qUality"assurance program in compliance with Rule 61G20-3. 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, _n ASTM b 226 2009 PRI Construction Materials Technologies(TST6049) TAP-219-02-M ASTM b 226 2009 PRI Construction Materials Technologies(TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction MaterialsTechnologles.(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 Construdtion'Matedals 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-3.88-02-01 ASTM D 1970 2015a UL LLC(TST9628) 13CA12269 ASTM D 226 2009 TBP14001..4 FL12318-R8 Page 3 of 4 This evaluation report is provided for State of,Florida product approval under Rule 6IG20a 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. REEK TAMKO BUILDING PRODCUTS,INC. 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,6th Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. ,1>>��111111!lll�tt ..%%%G'�' RG E�j . 2017. 10.19 No 74021 = f 12:15: 58 1 1 r -0400. +-'Gu/ STATE OF : � < o ���: Zachary R.Priest,P.E. � t- , Organization No'ANE9641021 �N A 111111~ 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 underthis 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 producL END OF REPORT I TBP14001.4 FL1,2328-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. I r1orlaabuitaingLoae.mune �O. SCIS Home ` Log In 1 User Registration Hat Topics Submit Surcharge Stats&Facts Publications•� FBC Staff ' SCIS Site Map `Unks Search dda USER:Product icc User . ao :'r.a.i.s•°o::.. Pmduct Aooroval Menu>Product or Apollo tion Search>Aoorication List>Application Detail I FL# FL18355-114 Application Type Revision Code Version 2017 Application Status Approved Comments Archived L 1 Product Manufacturer TAMKO Building Products,Inc. Address/Phone/Email PO Box 1464 Joplin,MO 64802 (417)624-6644 Ext 2305 kerri eden@tamko.com Authorized Signature Kerri Eden kerri_eden@tam ko:com Technical Representative Kerri Eden Address/Phone%Email PO Boz 1404 Joplin,MO 64802 (417)624-6644 Ext 2305 kerri—eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Repor from a Florida Registered Architect or a Licensed Florida Professional Engineer iJ 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 R Validation Checklist-Hardcopy Received Certificate of Independence FL16355 R4 COI TBP15001 4 2017 FBC Eval Reoort Shingles final.12d 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 Eguiv UL letter for standards for FBC 2017.odf Sections from the Code hos://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHaZGXQ... 1/3/2018 Florida Building Cade Online Page 2 of 2 Product Approval Method. Method 1 Option D Date Submitted 09/25/2017 Date Validated' 04/27/2017 Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 i Summary.of Products 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 Wbodgate,Heritage Vintage,Hip andRidge,and I Vintage Hip and Ridge Shingles Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL18355 R4 II TBP15001.4 2017 FBC Eval Report Shingles Approved for use outside HVHZ:Yes final.pdf Impact Resistant:N/A, Verified By:Zachary R.Priest PE-74021 Design Pressure:N/A Created by Independent Third Party:Yes' Other:See e%Wuation'report for limits of use. Evaluation Reports FL18355 R4 AE T81315001.4 2017 FBC Eval Renort Shingles final.Ddf Created by Independent Third Party:Yes Back Next Contact Us:: 601 Blair Stone Road Tallahassee FL$2399 phone:850-48'>-1824 The State of,1210da Is an AA/EE6.employer.Cooyrioht 207-2013 State of Florida ::Privacy statement::Accessi6ility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395:'Pursuant to Section 455.275(I),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 emalis provided may be.used for official communication with the licensee.However emaii.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 Chapter 455,F.S.,please dick here Product Approval Accepts: Credit,Card Safe Ir I https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=w6EVXQwtDquvosrHazOXQ:.. -1/3/2018 I ?» Certificate of Authorization No.29824 KC R E "� 17520 Edinburgh Dr Tampa,FL 33647 TECHNICAL LAICAL SERvicES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,C EDITION(201?) Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25, 2097 220 West 4"'Street Joplin,MO 64801 (417)624-6644 Manufacturing Plants: Joplin, MO Phillipsburg,KS Frederick, MD Dallas,TX j Tuscaloosa,AL Quality Assurance: UL LLC(QUA9625) SCOPE Category: Roofing Subcategory:. Asphalt Shingles Code Sections: 1504.1.1, 150'7.2.5, 1507.2.7.1,'3523.6.5.1 Properties: Physical properties,Wind Resistance,Wind Driven Rain REFERENCES Enti 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-197-02-01 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 Constriction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995 PRI Construction Materials Technologies(1"ST5878) TAP-307-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1 PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100, 1995 UL LLC(TST9628) 02NK9507 ASTM D 3161 2016 UL LLC (TST9628) 04NK24366 ASTM D 3462 2010A UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 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) 09NK07896 ASTM,D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 10CA50498 ASTM 1):M62 2010A UL LLC(TST9628) 10CA64882 ASTM D 3161 2016 UL LLC(TST9628) 11 NK14014 ASTM D 3161 2016 ASTM D 3462 2010A 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) TBP15001.3 Calculations 2017 TBP15001.4 FL18355-R4 Page 1 of 11 This'evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. ����� TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION Elite GlassSeal@ 12-1/4"x 36", ASTM D 3161, Class F and ASTM D 7158, Class.H self-sealing, 3-tab (Frederick,Joplin& asphalt shingle with fiberglass,mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12-1/4" x 36", ASTM D 3161, Class F and.ASTM D 7158, Class H self-sealing, 3-tab (Frederick asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12=174"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 i allas,;Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin;PhilRpsburg:8, complying with ASTM D 3462. ! �:1 Tuscal'oosa) HeritageO 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) i Heritage@ Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick) laminated architectural asphalt:shingle surfaced with mineral granules complying with ASTM D.3462. Heritage@ Vintage@ 17-1/2"x 40",ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Woodgate 13-1/4" x 39-3/8", ASTM D 3.161, 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 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. 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 CREEK Asphalt Shingles TECHNICAL SERVICES,LLC INSTALLATION Elite Glas"' eal@ Basic Wind Speed(Vit): Max."194 mph (Frederick,Jop fin'& Basic Wind Speed(VwA): 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. 15132 in. plywood existing (Frederick,Joplin(Non- construction. HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with PBC 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 FBG requirements. Min.slope: 2:12 and in,accordance with FSC requirements. Refer to the manufacturers 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 T Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-1184nch exposure in accordance with FBC requirements and manufacturer'spublished installation instructions. Shingles shall be attached using eith' er"4 Nail Pattern"or"6 Nail Pattem"detailed below. NAILS Nailing ............................................ ----------- Area BW Edge Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Pattern (Non-HVHZ only) NAILS _in Nallin9- ............. .... .......... ....... . ... ............ ... ....................... 6-71811 Ates ........... - - , " . .............. . ... Bunt Edge Figure 2. Elite Glass-Seal&Glass-Seal 6 Nail Pat-tern 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 evalwti*on report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. ����� TAMKO BUILDING RRObUCTS Asphalt:Shingles 1 TECHNICAL SERVICES, LLC. Heritage® Basic Wind Speed(Vuit): Max. 194 mph (Dallas, Frederick,Joplin, Basic Wind Speed(Vasd)= Max. 150 mph Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood orwood 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.7/16 in.OS&,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(HVHZ): Installed with 5-5/8 in. exposure in accordance with RAS i 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 NAI L ZON E GOMMON BOND [EX]POSURE 5-6/8" 12-112"-►h- 12-318" -►�- 12-112'"► Figure 3.. Heritage®,Heritage®Premium,and Heritage®Woodgate(Dallas) 4 Nail Pattern(non-HVHZ only) FASTENERS NAIL ZONE COMMON BOND 6-118" EXPOSURE 5-5/8" 1'� �t7-112"�-7-112"-►h- 7-318"�1-7-112"-►h-7-112"-►� I•1--1" Figure.4. Heritage@&Heritage&Premium 6 Nail Pattern 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 TAMKO BUILDING PRODUCTS CRE �+ K Asphalt Shingles TECHNICAL SERVICES,LLC NAIL ZONE/ ASTENERS COMMON BOND EXPOSURE 5 518" 12 � 7-1121+7-172+74V8+-1/27-112 Figure 5. Heritage®Woodgate 6 Nail Pattern t i -►IP'�1"�i 12-1/2" �i �F 12-1/2" -%�1"�1"I�- 1 j Common Bond FASTENERS N, t d F 17 39-318" I Figure 6. Heritage®,Heritage.®Premium,&Heritage®Woodgate Alternate 6 Nail Pattern PAINT CINE 7-7f8" _ __._INAIL.ZONE ~� --,EDGE OF 6-118" COMMON BOND EXPOSURE 5-b18" ACCEPTABLE. FAR STENELOCATION DO NOT FASTEN ALONG-EDGE OF COMMONBOND 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 TBP15001.4 FL18355-R4 Page 5 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. TAMKO BUILDING PRODUCTS CREEK Asphalt Shingles TECHNICAL SERVICES,LLC Heritage®Premium Basic Wind Speed(Vwt): Max. 194 mph (Frederick) Basic Wind Speed(Vater): 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; $olidly sheathed min. 15/32 in., plywood or wood plank for new construction;Min.7/1.6 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 manufacturers published installation' instructions. Shingles shall be,attached using "15 Nail Pattern" detailed below. Installation (Non-HVHZ): installed with 5 in. 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. NAIL ZONE/ FASTENERS COMMON 136ND V/2 Fosr EXPOSUR z 511 l 12H 11 Figure 8. Heritage@ Premium(Frederick) 4 Nail Pattern(non-HVHZ only) NAIL ZONEt FASTENERS COMMON BOND —V T SURE 5" 911--+-3+91/2t-� 114-1 it Figure 9. Heritage@,Premium (Frederick) 6 Nail Pattern 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. TAMKO BUILDING PRODUCTS Asphalt Shingles • CREEK TECHNICAL ICAL SERVICES,LLC Heritage®-Woodgate Basic Wind Speed(Vit): 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.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. i NAIL ZONE/ FASTENERS COMMON BOND T 5-112° EXPOSURE W Figure 10.: Heritage®Woodgate(Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZON FJ COMMON BOND FASTENERS 5-112" EXPOSURE 5" 14, 9-1/2°-► 9�1$ ►�1.3'+ 9.112"-� �-v Figure 11. Heritage®Woodgate(Frederick) 6 Nail Pattern TBP-15001.4 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. ,ICREEK TAIVIKO B UILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC Heritage@ Vintage® Basic Wind Speed(V�jt): Max. 194 mph (Phillipsburg) Basic Wind Speed(Vsd): Max. 1.50 mph, Deck(HVHZ),: In-accordance with FBC requirements; Solidly-sheathed min.. 19132 in. Plywood or wood plankfor 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.0S13 existing construction. Vnderlayment. In accordance with FBG requirements. Min.slope-. 2:12 and in accordance with FBC requirements. Refer to the manufacturer'$ 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 Paftem'or"6 Nail Pattern"detailed below. 4T aposure z ttt Notch Fwtenus — - - —' - - - — ——— — - - — — Exposure M". Figure 12. Heritage®Vintage® .15 Nail Pattern (non-HVHZ only) rNt>1 oub -717 fi. Fastfflm one Not jr Bcpcwm Figure 13. HeritageO Vintage 6 Nail Pattern TBP16001.4 FL18355-R4 Page 8 of 11 This'dvalu6tion 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. TAMKO BUILDING.PRODUCTS jCREEK Asphalt Shingles TECHNICAL SERVICES,LLC Hip&Ridge Basic Wind Speed(Vjj). Max. 194 mph (Frederick&-Joplin) Basic Wind Speed(Vasd): Max. 150 mph Deck(HVHZ): In accordance with FBG 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.O.SB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with*FBC requirements. Installation: Installed with 5-11/8 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 Start— exposure here Star iters Figure 1 5-1/8"exposure Fastener Fastener Figure 2 Figure 3 Figure 14. Hip&Ridge(Frederick&Joplin) TBP15001A FL18355-R4 Page 9 of I I 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 address-ed herein. TAMKO BUILDING PODUCTS CREEK AsphaltRShingles TECHNICAL SEF?VICES,LLC Vintage®Hip 8 Ridge Basic Wind Speed(Vit): Max. 194 mph (Phillipsburg) 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-HVH2): In accordance with FBC requirements-, Solidly sheathed min. 15/32 in. plywood or wood plank for .new construction;Min.7/16 in.OSI3 existing construction. Onderlayment: In accordance with FBG requirements: 'Min.slope: 2:12 and in accordance with FBC requirements, Installation: Installed with 5 exposure x - . � . posure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. .01rection of prevailing wind Start exposure here Fn] Start g— Figure 1 hare5" exposure V ,' ` astener astener Figure 2 1 Figure Figure IS. Vintage(D Hip&Ridge(Phillipsburg) TSP15001.4 FL18355=R4 Page 10 of 11 This evaluation report.is provided for State of Florida product approval under Rule 61 G. 20-3. 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 expressnor imply warranty,-installation,recommended use,or other product attributes that are not specifically'addressed herein. TAMKO BUILDING PRODUCTS CREEK Asphali'ShIngles; TECHNICAL SERVICES,LLC LimnrATioNs 1) Fire Classification it riot 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 FB0, and the manufacturers 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 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code,6r"Edition{2017)as evidenced in the referenced documents submitted by the named manufacturer: % EN z 2017.09.2 5 Na 74021 11 :31 :41 STATE OF *-4U '��'�� A, N Zachary R. Priest, P.E. ........ . .xC;16Florida Re istration No.74021 % 9 Organization No.ANEI 1669 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 ondistributing 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,R.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 TBP15001,4 FL18355-R4 Page 11 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'ofany-product changes or quality assurance chahgeg 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 spe6ifically addressed herein.