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Professional ° - . 60n, I ;,. SOS.Home (Log In l User Registration Hot Topics Submit Surcharge Stats&Fads Publications.j FBCStaff l BCISSite Map r Units. Search, Florida Product Approval USER:Public User Product Approval Menu>Product or Anplication Search>Application Us t>Application Detail. FL# FL12328-118 Application Type Revision Code Version 2017 Application Status Approved I Comments Archived C� Product Manufacturer TAMKOBuilding'•Products,Inc. Address/Phone/Email PO Box 1404 Joplin,MO 64802. (417)624-6644 Ext 2305 keni_eden@tamk&.com Authorized-Signature Kerri Eden kerrL_eden@tamko,.com Technical Representative Kerri Eden AddeessJPhone/Emall PO Box 1404 Jopiln;MO 64802 (417)624-6644 Ext 2305 kerrLeden@tamkp.com Quality Assurance"Representative, { Address/Phone/Email Category Roofing j Subcategory Underlayments i Compliance Method, Evaluation Report from a Florida Registered Architect or a licensed Florida Professional Engineer G Evaluation Report-Hardcopy Received FloridaEngineer or Archltect 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. 0 Validation Checklist-Hardcopy Received Certificate of Independence Flt 2328 RR COT TBP14001 4 2017 FBC Eval Reoort TAMKO Underiavments final.odf f Referenced Standard and Year(of Standard) Standard Year ASTM D1970, 2015 ASTM'D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By r 'E I E .r Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/05/2011 Date Validated 10/19/2017 Date Pending FBC Approval 10/20/2017 Date Approved 12/12/2017 Summary of Products FL# Modelf;Number or Name Description 12328.1 ASTM�$late Surfaced RoII:Roofing Roll roofing surfaced.with mineral granules Limits of Use Installation Instructions Approved for use in-HVHZ:Yes FLi2328 R8 11 TBP14002 4 2017 FBC Eval Report TAMKO Approved for use outside.HVHZ:Yes Underlavments tinal.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 FL 123y8 RB AE TBP14001 4 2017 FBC Eval Report TAMKO Underlayments final.odf Created-by Independent Third Party:Yes 12328.2 ASTM•Tile Underlayment Coated organic underlayment Limits of Use. Installation Instructions Approv4foe vse:Iri HVHZ:Yes FL12328 R8 1I TBP14001 4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ:Yes Underlavments final odf Impact Resistant:N/A Ver€fed,By:Zachary Rc Pr€est74021 Design Pressure:N/A Created by Independent Third'Party!:Yes Other:See'evalaation"report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001 4 2017 FBC Eva[Report7AMK0 Underlavments final.pdf, Created by Independent Third Party:Yes 12328.3 Master-Smooth Asphaitsaturated organic,underlayment, Limits of Use. Installation Instructions Approved for uswin HVHZ:No FL12� 8 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 I Design Pressure:N/A "Created by Independent•Third Party:Yes ! Other:See evaluation report for limits of use. Evaluation Reports TL12328 R8 AE TSP14001 4 2017 FBC Eval Report TAMKO, dertlaymen fina.ddf I. -Created by Independent.Third Party:Yes 12328.4 Moisture"Guard A self-adhering modified"bitumen underlayment. Limits of Use Installation,14structioris Approved for use:in HVHZ:Yes. FL12328 R8 II TBP14001 4 2017 FBC E4al Report TAMKO Approved for use outside HVHZ:Yes Underlavments 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 I � F 28 R8 AE TBP14001A 2017 FBC Evai Report TAMKO UnderlavmebLa final.odf 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 fl 12328 R8 11 TBP14001 4 7017 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 Ft 12328 R8 AE TBP14t101 4 2017 FBC Evai ReportTAMKO 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 R5' TBPi4001 4 2017 FBC Evai Report TAMKO Approved far use;outside HVHZ:Yes Underlavments final-rid € I I ' Impa'ctResistant: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 Ft I�328 R8'AE TBP14001 4?017 FBC Evai Report TAMKO derlayments flnal,pdf 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 FL 12328 R8 II TBP14Q014 2017 FBC Eva]Report TAMKO Approved forr-useoutside HVHZ:Yes Underlayments final.pdf Impact Resistant'N/AVerified By:Zachary P.-Priest14021 Design Pressure:N/A created by Independent Third Party:Yes Other.See evaivation'report foralmits of use: Evaluation.Reports; , _ 'FL12328 R8 AE TBP14,002 4 2017 FBC Eval Report TAMKO Underlayinents Rnal.Ddf Created by Independent Third Party:Yes 12328.8 No,.30`UL Asptialt,saturated organic felt Limits`of Use InstallationInstructions Approved for use its HVHZ:Yes FL 123 8 R8 II TBP14001 4 2017 FBC•Eyal ReportTAMKO Approved,for use:outside HVHZ:Yes Underlayments final-ndf Impact'Resistant:N/A Verified.By.:Zachary'R.Priest;74021 Design Pressure:,N/A'. Created by Independent Third Party:Yes OthemSee evaivatiori reportfor•iimitsof.use. Evaluation Reports FL1232&R8 AE TBP14001 4 2017 FBS Eval Report TAMK_O_ Qnderlayments final;pdf ' Creatied by Independent Third Party:Yes 12328.9 " TAM-FELT Alternate to ASTM D 226,Type II underlayment Limits of Use installation instructions. Approved for use in HVHZ:Yes' l_L,t 2328'R8 II TBP14003 4 2017 F8C- vol Report T[AMKO Approved for use,outside,HVHZrYes. Underlayments FlnaLudf Impact Resistant:N/A Verlfied'By:Zachary R.Priest PE-74021 Design,Pressure:N/A• Created by Independent.Third Party:Yes Other:See,gyaluition report for"limits of use. Evaluation Reports FL12328 R8 Ar TBP14001 4 2G117 FBC Eval Rer)ort7AMK6 Underlayments finalaiilf Created by Independent Third,Party:Yes 12328;10 TW Metal and Tile Underiayment self adhering modified bitumen underiaylment Limits cf Use Installation Instructions Approved for use'irt HVHZ.,-Yes FL1 78 R8 Ir T13P14001 4 2017 FBC Ebal iL port TAMKO Approved for,use"outside HVHZ:Yes Underlayments finai.odf l Impact Resistant:;N/A Verified By:Zachary R.Priest74021 Design Pressure:N/A Created by Inde pendent Third Party.Yes Other:See evaluation.report f&.-limits of use: Evaluation Reports; FL12328 R8 AE TBP14001 4 2017 FBC Eval'Report TAMKO Underlayments final.Ddf Created by Independent Third Party:Yes 12328.11 TW Undeclayinent self-adhering modifsed.bitumen underiayment Limits of Use Installation Instructions Approved for use in HVHZ:Yes Fi 12328 R8-II TBP14001�4 2017 FBC E RepitTAMKO Approved for'use outside HVHZ:Yes Undertayments final.Ddf f Impact.Resistant:N/A . Verified-By:Zachary R.;Priest 74021 - Al Design Pressure:NIA Created`by IntlependeritTfilyd Party:Yes Otheri See evaluation report for limits of use. Evaluation Reports, FI 12328 R8 AE TBP34001 4 2017 FBC Eva(Report TAMKO Underlayments final.odf 'Created by Independent Third Party:Yes ' Back Nox S ' Contact us::260181ar Stone Road Tallahassee FL•32309,phone:856-487-1824 • That State.of Florida is an.AA/EEO employer.Copyright 2007-2013 State of Florida,::'privacy Statement::Accessibility Statement::Refund.Statemen - 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 mail.If you have any questions plea3e.contact 850.487.1395. 0ursuant to.section 455,275 (1),Ftorida,Statutes;effective October 1,2011,licensees licensed ander Chapter 455,.F.S.must,ptovide the bepartmeat with an email address if they have one.The " emalls provided maybe used for official communication with the licensee.However email addresses are public record.If you do-not wish.to supply a personal address, .l please provide the Department with an email_address which can be made available to the public.To determine If you are a licenses under Chapter 455,E.S.,please Vick ere. Product ARPmvafAtteFfs: ' i , r /:- ,�'. .. �. Cert�cate of Authorization No. 29824 E E K 17520 Edinburgh Drive Tampa,FL 33647 TEC�-INICA.L,SERVICES, LLC (s1 )Oso X421 EVALUATION REPORT FLORIDA 6111LDING CODE;a EDITION(2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19,2097 P.O.Box-1404 Joplin,MO 64802 (417)624-6644 http:/i"w.tamko.com, Quality Assurance: UL1LC(QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507:1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO®ASTM Slate ASTM D 6380,Class M,Type'll underlayment.constructed from organic felt saturated Surfaced Roll-Roofing with asphalt and coated'oh both sides with asphalt and surfacidd.with granules. TAMKOQ ASTM Tile ASTM D 6380, Class M,Type 11 underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with.granules. •TAMKOI)Master ASTM D 6386,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 min&ai..surfacing and, a removable release film on the adhesive- side and I 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 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. TSP14001.4 F1_12328-R8 Page 1 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. -:�, . ., r ,�' '4'�EY � _ 'Y* '?k .. ,h t t TAMKO BUILDING PRODCUTS,INC. CREEK TAMKO Undorliyments TECHNICAL SERVICE'S,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. Appucmioisi METHOD Installation shall be in accordance with the published manulaFturet'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 constructedof closely fitted plywood sheathing for new or existing construction. Plywood deck sh a2ll be installed in accordance with FBC:requirements. Roof decks shall have no more than 1/8" gap at abutting. joints. The minimum application temperature shall be 50t except as follows: a) The minimum.applicatiohtemperature'of TAMKOSTW Metal and Tile Underlayment and'TAMKO@)TVV ,Underlayment shall be 44°F. b) The minimum application temperature of TAMKOV Moisture Guard@ shall be 35°F. The minimum roof Slope shall be in accordance with FBG requirements excebt.as-foil, 1 6ws: a) The minimum slope.of TAMK08,ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlaymdnts shall be exposed in accordance with the. manufacturer's recommendations, but in no-case shall exposure'exceed 30 days. Exception: TAMKO(D TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self-adhering underlayments may be adhered to primed or unprimed plywood substrates'in the non-HVH2. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: 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 Y1 N N N N Y S"Irfaced.Roll Roofing TAMKOO ASTM Tile N N N N Y Underlayment TAMKOS Master Smooth Y1 N N N N N I TAMKOO Moisture,Guard@ Y N N N N N TAMK0@ No.15 ASTM 2 Asphalt Saturated Organic Y Y Y yN N Felt TAMKO@)No.15 UL Asphalt Y Y Y Y2 Y N Saturated-Organic Felt TAMKO@)No.30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO@)No.30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKOV 1W Metal and Tile Y Y IN N N Y Underlayment: TAMKO(ID TW Underlayment Y Y N N N N TAMKOV TAM-FELT Y N N N N N Notes: 1)Open valley applications per 1507.2.9.2 2)Wood shingles only TBP;14001A FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under RJie 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 T EcHNICAL•SERVICES,LLC U'ilA1TAT1oNs 1) Fire Classification is not within the,scope of this evaluation. 1 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 otherw(ise,stated,,the.minirrium 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 up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered-between courses in accordancewith'the manufacturer's application.instructions. 7) The underlayment maybe used as described in other current FBC product approval documents. 8) The undedayment shall not be installed over existing roof coverings. 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 1870 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-217-02-01REV ASTM D6380 2003(2073) PRI Construction Materials Technologies(TST6049) TAP=218-02=01 ASTM D 226 2009 -0 PRI Construction Materials Technologies(TST6049) TAP:219-021 ASTM D 226, 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 PRIConstruction Materials Technologies(TST6049) TAP-311-02-01 ASTM D'1970 2015a PRI Construction Materials Technologies(TST6049) TAPL319- 02-01.1 ACG 188 2012 PRI,Construction Materials Technologies(rST6049) 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 D.226 2009 i TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval�uader Rule 61620-3. The manufacturer shall notify CREEK- Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty;installation,recommended use,or other product attributes that are not specifically addressed herein. C-R"8 E TANiKQ BUILDING PRODCUTS,INC. TAMKd Underlayments TECHNICAL SEf2VlCE5,LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E: have demonstrated compliance.with the Florida Building Code, 6th Edition(201 7):as'evidenced in the referenced documents submitted by the named manufacturer. t�`�tllttttrrri�rr i C. • �''°R�'`�-, 201 7:10.19 GENS 1 - No 74021 �..� 20l. � +�a+ V(j'�� � 7S 7t w 'xoIMY.�.Hb�IItFM • W _04t00t. •� • :*�~ ©:•• STATE OF •'lc4 p P:N_ ` Zachary R.Priest, P.E. Florida R istratiorl No. SiOfVP+`E Organization. 1 No.ANE96 021 1rt111 CERTIFICATION OF INDEPENDENCE CREEK Technical Services;LLC does not have,nor will it acquire,a financial interestin any company manufacturing or distributing products underthis evaluation. CREEK Technical Services,LLCJs notowned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquka.,.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 ' s , I ' k END OF REPORT TBP14001.4 'FL12328-R$ Page 4 of.4 This evaluation report is provided for State of Florida product appioval under Rule'67G20-3. The manufacturer shall notify CREEK j 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. ploridaBuildingCodeOnline SCIS Home f Log In User Registration' Hot Topics I Submit Surcharge Stats&Facts: Publications FBC.Staff BOS Ste Map 4 Links l Search I Product Approval USER:Public User -.�;,. • ' Product Approval Menu>Product or Aoollcation Search>Aooription Ust>Application Detail FL# FL18355-114 •. r.- Application Type Revision Code Version 2017 Application Status Approved Comments Archived t Product Manufacturer TAMKO Building Products,Inc. Address/Phone/Email PO Box 1404 Joplin,MO,64802 (417)624-6644 Ext 2305 kerri_eden@tamko.com Authorized Signature Kerrl Eden. kerri_eden@tamko.com 0 Technical Representative Kerrl Eden Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644' Ext 2305 kdrrLqden@tariko.com Quality.Assurance Representative- Add res-s./Phonp/Em a!I epresentativeAddress/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Lkensed Florida Professional:Engineer ice'Evaluation Report-Hardcopy Received Florida.Engineer oFArchitect.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 1 Validation Checklist-Hardcopy Received Certificate of Independence FL18355 R4 COI TBP15001.4 2017 FBC Eval Report Shinqles ftnal.pdf 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 Equiv UL letter for standards for FBC 2017.pd Sections from the Code https:%/www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazCTXQ... 1/3/2018 Florida Building.Code Online Page 2 of 2 ProductApproval Method Method'1 Option D Date Submitted 09/25/2017 Date Validated09/27/2017 Date.Pending FBC Approval 10108/2017 Date Approved 12/12/2017 4 Summary of Products ! I FL# Model,Number or Name Description 18355.1 Glass-Seal,Elite Glass-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles i Heritage,.Heritage Premium, i Heritage'Woodgate,Heritage Vintage,Hip and Ridge,-and Vintage Hip and Ridge-Shingles Limits of Use Installation Instructions Approved,for use in HVHZ:Yes FL18355 R4 II T13P15001.4 2017 FBC Eval Report Shingles Approved,for use outside'HVHZ:Yes_ final.pd Impact Resistant*N/A Verified 8y: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 F1_18355 R4 AE TBP15001 4 2017 FBC Eval Report Shingles flnal.odf Created by Independent Third Party:Yes 8ar1t Next S , Contact :;2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-18x4 , The State of Florida Is an AA/EEO employer.Copyright 2007-2013,Staid of Florida.:Privacy Statement Accessibility Statement::Refund Statement ' Under Florida law,emall 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 850.487.1395.110ursuantto t Section 455.275(1),Flodda.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 maybe used far 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 withanemail 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 https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGE'VXQwtDquvosiH4zGXQ... 1/3/201.8 Certificate of Authorization No.29824 CR E 1,.'r 27520 Edinburgh Dr Tampa,FL 33547 TECHNICAL SERvtcES, LLC' " (823)480-3422 EVALUATION REPORT , FLORIDA BUILDING CODE,a EDITION(2017) r Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25, 2097 220'West 4"'Street Joplin, MO 64801 i (417)624-6644 Manufacturing Plants: Joplin,MO Phillipsburg,KS S Frederick,MD Dallas,TX I Tuscaloosa,AL i j Quality Assurance:` UL LLC_(QUA9625) SCOPE Category: -Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1, 1507.2.5, 1507:2.7.1, 1523.6.5:1 j 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 Matedals'Technologies(TST5878) TAP-054-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP414-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TA15-117-02-01 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 140 1995 PRI Construction Materials`Technologies(TST5878) TAP-280-02-01 TAS 160 1995 PRI•Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995 PRI,Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1965 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) 02NK0507 ASTM D 3161 2016 UL LLC(TST9628) 04NK24366 ASTM D 3462 2610A 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 3,161 2016 UL LLC(TST9628) 09NK07896 ASTM D 3161 2016 ASTM D 3462. 2010A UL LLC(TST9628) 10CA50498 ASTM D 3462 2010A UL LLC(17ST9628) 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 CREEK Technical Services LLC.{ANE11669} TBP15001.3 ASTM D 3462 2010ACalculations 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 ofany product changes or quality assurance changes throughout the duration for which this report is valid. Thi's evaluation report does not express nor imply-warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles } TECHNICAL SERVICES,LLC. PRODUCT DESCRIPTION Elite Glass=Seal@ 12-1/4"x 36", ASTM D 3161, Class F.and ASTM D 7158, Class H self-sealing, 3-tab (Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass'-Seal' 12-114"z 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. { I Glass-Seal 12-1/4"x 36",ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass (Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ-only. ' r Heritage® 13.1/4" x 39-318", ASTM D 3161, Class: F and ASTM D 7158, Class H fiberglass ..(Uallhs,,.Frederidk,. reinforced, laminated architectural asphalt shingle surfaced with mineral granules I Jbpim;PTiilhpsburg;& complying with ASTM D 3462. Tuscaloosa) Heritage®Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and. ASTM D 7.158, Class H fiberglass 1 (Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced-with mineral granules I Phillipsburg& complying with ASTM D 3462. f Tuscaloosa) { Heritage@ Premium 12" x 36%ASTM D 3161, Class F-and ASTM D 7159, Class H fiberglass reinforced, (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D,3462. i Heritage®Vintage@ -17-112"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 31.61, Class F and ASTM D 7158, Class H fiberglass (Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules I 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. l i Hip and Ridge Shingles 12-114" x IT, ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt (Frederick&Joplin). shingle surfaced with mineral granules complying with ASTM b'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: 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. ' ����� TAMKO BUILDING PRODUCTS ; Asphalt Shingles TECHNICAL SERVICES,LLC l INSTALLATION Elite Glass-Seal® Basic Wind Speed(Vuu): Max. 194 mph (Frederick,Joplin& Basic Wind Speed(Vase): Max. 150 mph 1 Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; ' & Solidly sheathed min. 19/32 in: plywood or wood plank for f Glass-Seal new construction; Min. 15/32 in. plywood existing (Fred'erick,Joplin_(Non- construction. f HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In aocordance with FBC requirements; i 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 5-1/8 inch exposure in accordance with RAS s 115,and manufacturer's published installation instructions. Shingles shall be attached using "6 Naii 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: Nailing - 18 5-Area 118" { But#Edge Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Pattern (Non-HVHZ only) NAILS „1n 1n Nailing -- .__--------------- ------------------------ -- - - 6-71811 Area 5-118" 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 6TG20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes-or quality assurance changes'throughout the'duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically'addressed herein: CREEK � TAMKO BUILDING PRODUCTS , Asphalt Shingles ti TF-cHNICAL SE12viCES,LLC f Heritage® Basic Wind Speed(V„ir): Max. 194 mph (Dallas, Frederick,Joplin, Basic Wind Speed(Vesd); Max, 150 mph k 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. 15,132 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 HeritageO'Woodgate new construction;Min.7/16 in.OSB existing construction. (Dallas&Frederick) Underlayment: In,accordance-with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to t 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 Pattem"or"6 Nail Pattern"detailed below. FASTENERS NAIL'ZORE COMMON BOND - f 4 6-118" EEXPOSURE 6-6181, 1" — 12-112"—► — 12-31811 —►�=— 12-1. I2r� I'-1" ' Figure 3. Heritage@, Heritage®Premium,and Heritage®Woodgate(Dallas) 4 Nail Pattern(non-HVHZ'only) FASTENERS NAIL ZONE COMMON BOND 61 EXPOSURE 6-618° I" 7412'4*7-112"-►h-7"318"�I-7-i/2"-►�-7 112"-►� �1-1" Figure 4. Heritage®&Heritage@ Premium 6.Ne it Pattern TBP15001.4 FL18355-R4 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule fit 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. .. �:.� . . t . . ... {�, . .�' t . .. i 2; .. . ,_ . . � .,i.. _ ,, ' . .. .. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles 4 TECHNICAL SERvic8s,LLC j NAIL ZONE/ ASTENERS- COMMON BOND r r 6-118" rwo�u RE55A3" j s s " t' ''1' '4►4-7 ''I''`_112+7-1124111 ill- Figure } 1 7-1/2 . 7-1/2. -3/81 S. Heritage@ Woodgate 6-Nail Pattern —12-12" —%ii°i1°It Common Bond FASTENERS Ta T +d ' 39-378" Figure 6: Heritage®, Heritage®Premium,&Heritage®Woodgate Alternate 6 Nail Pattern { I - e _ 1 ' I PAINT y 4INE�. 7-7f8" _ --}NAIL-ZONE EDGE OF 6-118" COMMON BOND' AL EXPOSURE OND- EXPOSURE S-sl8"- ELL ACCEPTABLE FASTENER LOCATION DO NOT FASTEN ALONGIEDGE.OF -COMMON 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 TBP15001.4 FL18355-R4 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 thisreport is valid. This evaluation report does not express nor imply warranty;installation, recommended use,or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODUCTS t Asphalt Shingles TECHNICAL SERVICES,LLC j Heritage®Premium Basic Wind Speed(Vut): Max. 194 mph (Frederick) 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. f 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. I i Underlayment: In accordance with FBC requirements. I Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions wheninstalling. 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: i Installation (Non-HVHZ): installed with 5 in. exposure in accordance with FBC requirements and manufacturer's. published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. . NAIL,ZONFJ FASTENERS COMMON BOND [EVdSURE.5" 1 �-- 11"--►�-- 1211 --►�-11��� � Figure 8. HeritageO Premium(Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ FASTENERS COMMON BOND T IT 61/2n EXPOSURE S° VL- �-91/24i 9"'�n 91/2u I4-1 u Figure 9. Heritage@ Premium (Frederick) 6 Nail Pattern r TBF15001.4 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 CREEKAsphalt Shingles j i TECHNICAL SERVICES,LLC Heritage®Woodgate Basic Wind Speed(Vut): Max: 194 mph (Frederick). Basic Wind Speed(V,,d): Max. 150 mph i Deck(Non-HVHZ): In accordance with FBG requirements; j Solidly sheathed min. 15132 in.'plywood or wood plank for I new construction; Min.W16 in_OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to j 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 ; instruction's. Shingles shall.be attached-using either"4.Nail Pattern"ort Nail Pattern"detailed below. f f i NAIL ZONEI FASTENERS . COMMON BOND 5-112" EXPOSURE V � 1'� �.- 11" .-�►�-�2-3/8"�--�- 11" ---r� �-1" Figure 10.. Heritage@ Woodgate(Frederick) 4.Nail Pattern(non-HVHZ only) f. 'i NAIL ZONF1 COMMON BOND * FASTENERS 5.112 EXPOSURE 5" V �-9-112" -3' -9�/8"--44.3+9-112"-►I �-1" Figure 11. Heritage@ Woodgate.(Frederick) . i 6 Nail Pattern I TBP15001.4 FL18355-R4 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is'valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. Rj`� TAMKO BUILDING PRODUCTS f Asphalt Shingles TECHNICAL SERVICES,LLC j Heritage®Vintage® Basic Wind Speed(V,,,,): Max. 194 mph (Phillipsburg) Basic Wind'Speed(Vegd): Max. 150 mph i Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. Deck-(Non-HVHZ): In accordance with FBC requirements; j Solidly sheathed min. 15132 in. plywood or woad plank for new construction; Min.7116 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 T 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"5 Nail Pattern'or°6 Nail Pattern"detailed below. 4CP _ y JUgmat Exposure rmmm z Mtch Fastenas - - - ---- - -- - - - ori t 17-12° t &pposure ' -41A•--►�1--?iAl'—t�-9.116'—�!1--9R1/S •1 '1 Figure 12. Heritage®Vintage® 5 Nail Pattern(non-HVHZ only) 40� mum Nrrtd1 rgo." 1rq« 6,. Fasmnm Nol - - - - - - - - - - -- Ione 17-1/T • r ' 6gcsum i . .�.�—:7J/i' Tali' 7311—►�-7j/3' ! 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.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 otherproduct attributes that are not specifically addressed herein. CREEK TAMKQ BUILDING PRODUCTS. Asphalt Shingles TF_ck 1CAL'SERv1cES,LLC Hip&Ridge Basic.Wind.Speed(Vuir): . Max. 194 mph } (Frederick&Joplin) Basic Wind Speed(Vasa): Max.150 mph Deck.(HVH4: In accordance'wiith FBO requirements; Solidly sheathed min. 19/32 in. plywood or wood.plank for new, construction; Min. 15%32 .in.- plywood existing. # ;construction. Deck,(N6n-HVH2): In accordance with.FOC requirements; I Solidly sheathed min, 1.5/32 in. plywood or wood plank for new construction;Min.7/16 in.,OSI3 existing•construction. j Underlayment: In accordance with FBC requirements., Min:slope: 2:12'and in accordance with FBC requirements. Installation: Installed with 5-18 inch exposure in accordance with the FBC and manufacturer's published'installation instructions: The direction of.the exposed'end shall be away from the prevailing wind. Direction of prevailing wind Start 5-1/8" exposure -Iiere. Start i Figure a. here exposure \ ? FastenerFastener 518 Figure 2 4n Figure 3 Figure 14. Hip&Ridge(Frederick&Joplin) i . TBP15001.4 FL18355-R4 Page 9 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 specifca:11j'addiesse.d herein: REEK TAMKO BUILDING PRODUCTS Asphalt Shingles TlEtHN[IdAIL SERVICES,LLC Vintage®Hip&Ridge Basic Wind Speed(Vmc): Max. 194 mph (Phillipsburg) Basic Wind Speed(Vasd):. Max. 150 mph f In accordance with.FBC requirements; Deck(HVHZ): i Solidly sheathed,min. 19/32 in. plywood or wood plank for I new construction; Min. 15/32 in. plywood existing construction. I Deck(Non-HVHZ); In accordance with'FBC requirements; Solidly sheathed min. 15/32 in.'plywood or wood plank for new construction; Min.7/16 in.,OSB.existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in.accordance with FBC requirements. Installation: Installed with 5 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind Start 5" exposure t hereti { i here 5" exposure Figure 1 lip V Fastener Fastener �5-1/2" r ~5-1/2" Figure 2 1L4" Figure 3 Figure 15. Vintage®Hip ARidge(Phillipsburg) TBP15001.4 FL18355-R4 Page 10 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 SERVICE'S,LLC LIMITATIONS 1) Fire Classification isnot 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. j '6) Shingles shall be,installed starting at the eave in horizontal layers'such that,the laps shed water from the deck. 7) Instaliation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 611320-3. 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. R. N S 9iFs' 2017.09.25 No 74021 = 11 :31 :41 } *: :* STATE OF ��/ ' —041001 'i Off• �� Q P ���� Zachary R..Priest, P.E. R ��� Florida Registration No.74021 ON A�� ,�� Organization No.ANE11669 I 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,not 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 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.