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HomeMy WebLinkAboutProduct Approval v NOW BCIS dome j tog in j User Registration i Rot Topics i Submit Surcharge i Stats&facts i publications ' 'Contact Us ; SCIS Site Map,i Units. Search i I >=lorida ProductApproval M USER:public User II Gmduct Approval Menu>Product or Aaolicatio0 Search>Anoliration L,Ust>Application Detail F118355-R4 ApphcationType Revision Code Version 2017 T`' Application-Status ApprovedEE1 V ED { Comments SEP 10 "019 Archived =, # ST. Lucie County, Permitting Product Manufacturer TAMKO Building.Products,Inc. Address/Phone/Email PO Box 1404 - Joplin,MO 64802 (417)624-6644' Ext 2305 kern edert@tamko_corn Authorized Signature Kerd.Eden I� ki rrL-eden@tamko.com { Technical Representative Kerr!Eden Ifi AddretWPhone/Email PO Boil 1404 Joplin,MO 64802 (417)'624-6644 Ext'2305 kerri_eden@tomko.com Quality Assurance Representative Address/Phone%Erhaii Category RooFng Subcategory Asphalt Shingles j Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer CL13 Evaluation Report—Hardcopy Received Florida Engineer.or Architect Name who developed Zachary R.Priest j the;Evaluation Report 0 I Florida License PE-74021 1 i ? Quality Assurance Entity UL LLC ( Quality Assurance Contract Expiration Date (7/18/2021 I i Validated'By Locke Bowden P.E. © Validation Checklist-,Hardcopy Received t' 3 �111.) Certificate of Independence FL18355 R4 COI TBP1S001 4 2017 FBC Eval Report Shingles fnal,pdf A Referenced Standard and Year(of Standard) Standard Year ASTM O 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 2017.0df } Sections from the Code i i . Product Approval Method Method 1 Option D Date Submitted 09/25j2017 Date Validated09/2712017 Date Pending FBG Approval 10108/2017 Date Approved 12'/12/2017 E Summary of Products FL# Model,Number or Name Description E 18355.1 Glass-Seal,Elite Glass=Seal,, ASTM D 3462 asphalt shingles;and hip and ridge"shingles Heritage,Heritage Premium, Heritage Woodgate,Heritage Vintage Hlp.and Rtdge,:and Vintage t Hip and r Ridge;Shingles Limits of Use Installation,Instructions Approved for use in HVHZ:'Yes FL18355 TB R4 II P15001 4'2017 FBC Eval Retort Shingles Approved for use outside HVHZ:Yes 'final.ridf Impact liesistant:NJA Verified By:Zachaiy R.-Priest PE-74021 Design Pressure:N/A. Created:by,Independent Third:Party:Yes Other:'See evaluation report for limits of Use. Evaluation Reports FL18355 R4 AE TB1>15001 4 2017 FBC Eval'Reoort Shingles final.6d {` Created`by Independent Third Party:Yes Back Next unta s::,2601 Blair Stone Read.Tallahassee kM399 Phone:850.487-1824 " The State of'Florida isan AAgmempioyer.Couvnaht 2007.2D13 State:of Flondar,: Privacy Statement: AAii sibilityStatemegj;;Refund:Statement Under Florida_law,.email addresses;are public records.if you do not want your e-mail address released in response to apubiic-records request,do:noE§end electronic mail to this entity:Instead,'contact the office bi,phone or by traditional,mail.If you have:aay questions,please contact 850:487.1395.'Pursuant to Section 455:275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter.4SS;F.S.must.providethe Department with an.email address.if they hi ve one.The emaids prmiided may be used for official communication with the licensee.However email addresses.are,public record.If�ypu do;nat wish to supply personal address,.piease provide the Departmentwth anemail address whicti tan be made available to the..public.To`deterinine.if yosi'are a licensee:underChapter.455,:E:S:,please click here .ProductAPproval Acceptsi t ®�®'OR Credit Card, t i i E t i 1 i 1 i t f s R it I r Certificate 6f Authorization No.29824 RE17520 Edinburgh Dr CEK Tampa,-FL 33647 3647 TECHNICAL SERVICES, LLC (813Y480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,6T" EDITION(2017) Manufacturer: TAMKO BUILDING,PRODUCTS lssued,September,25, 2617 220 West 4t".Sireet Joplin,MO 64801 (417)624- 6644 Manufacturing Plants: Joplin, MO Phillipsburg, KS Frededck-W Dallas, as,TX Tuscaloosa,AL Quality Assurance: UL'LLC(QUA96,25) PE SC 01 - Category: Roofing Subcategory: Asphalt S-hing!es Code Sections: 1504.1.1,-i50.,7.2.51, 1507.2.7.1'l-1523.6.5.1 Properties: Physical properties-Wind Reslstancd;Wind Driven Rain REFERENCES' Esti Resort No. Standard Year PRI Construction Materials,Technologips(TST5878) TAP-043402-01 TAS 100 1996 PRI Construction Materials Technologies(TST5878)' TAP-051-021=01 TAS i00 1995 PRI Construction Materials,Technologies(TST6878) TAP-0514-021�01 TAS 100 .1905 PRI Construction Materials Technologies(T.ST5878) TAP-1.14-02-01 TAS 100 1996 PRI Construction Materials Technologies-(rST-5878). TAP-117-02-01 TAS 100 1995 PRI Construction Material.s Technologies(TST5878) TAP-130-02-01 TAS 100. 1995 PRI Coristfiuction Materials Technologies(TST5878) TAP-131.02-011 TAS 100 1995' PRI'Construction Materials Technologies.(TST5878) TAP-165-02-01 TAS100 1995 PRI Construction Materials Tebhnologies;(TST5878) TAP-280-02-01 TAS 100 1095 PRI Construction Materials Technologies(TST5878) TAP-303-02r01 TAS.100 1995 PRI Construction Materials Tebhnologies,(rST5878) TAP 307=02-01 TASAW 1995 PRI Construction Materials Technologies(T-ST6878) TAP-314=02-01 Rev 2 TAS-100' 1995 PRI Construction Materials T6chnologies(TST5878) TAP--315-02-01 ASTM D 6381 2008(2013)61 PRI Construction Materials-Technologies(T$T5878) TAP-317-02-01 TAS 100 1995 UL LLC(TST9628) 02NK9507 ASTM D 3161 2016 UL LLC(TST9628) 04NK24366 ASTM 1)3462 2010A UL LLC(TST9628) 05NK28006 ASTMD 6381 2008(20'13)e1 UL2390 ASTM.D 7156, 2011 UL LLC(TST9628) 06NK03898 ASTM P 3161 2016 ASTMD 3462 2010A UL-LLC.(TST9628) 08CA59132 ASTM D.3161 2016 UL LLG1T 13:3161Stq628) 09NK07896 ASTM .31�1 2016 A'STMD 3462 2010A OA UL LLC.(T5T0628) I OCA5Q498 ASTM-D 3462 2010& UL LLC(TST9628) IQCA64882 ASTM D 3161 2016 UL LLC(TST9628) IINK14014 ASTM D3161 2016 ASTM D 3462 2010A ULLLC(TST9628) 12CA245511 ASTM D'3161 2016 , UL LLC(TST9628) 47861110543, ASTM D 6381 2008(2013)e1 UL LCC(TST9628) 4787043752 ASTM D'8161 2016 UL LLC(TST9628) 4787148748: ASTM D 7158 2011 ASTM D 3161 2016 ASTM,D 34152 201 OA CREEK Technical Services LLC(ANEI 1669) TBP15001.3 Calculations 2017 TSPI'5001.4 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 qqrVices,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.insthilationj recommended use,,.or other product.attributes that are not specifically addressed herein. x s } • (�' TAMKO BUILDING PRODUCTS C REEK Asphalt Shingles f TECHNICAL Stf CES,LLC i N PRODUCT DESCRIPTION Elite Glass-Seat® 12-114" x 36", ASTM D.31,61,-Class F and-ASTM D.7158, Glass H self=sealing, 3 tab (Frederick,Joplin& asphalt shingle--with fiber'glas's,#riat coated on both sides-with asphalt and surfaced with Tuscaloosa) ceramic granules.complying with ASTM D 3462. Glass-Seal 12-114".x 36"',ASTM D 316'1, Glass 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 Glass-Seal 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 ceramicgranules complying. with ASTM D 3462. Shingles shall be used in the non-HVHZ'only. Heritage® 13-1/4° x 39-378"., ASTM D .31.61; Class,F and ASTM' D 7158; Class H fiberglass (Dallas;Frederick,, reinforced, laminated architectural asphalt shingle surfaced with` mineral granules Joplin,Phillipsburg& complying with,ASTM D 3462. Tuscaloosa) Heritage@'Premium 13-114' x 39-318", ASTM D 3161, Class. F and. ASTM D 7158, Class H fiberglass (Dallas,Frederick, reinforced, larninated architectural asphalt:'shingle surfaced with mineral granules Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Heritage®Premium 12" x 36"; ASTM D 3161, Class F.and ASTM.D 7158, Class.H fiberglass reinforced, (Frederick), laminated architectural-asphalt shingle surfaced'with mineral granules complying with j ASTM D'3462: j Heritages Vintage® 17-117'x 40%ASTM D 31.61;Class F and ASTM D 7158,Glass'H fiberglass reinforced (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with # ASTM D 3462. Heritage®Woodgate 13-114° x 39-318', ASTM D 316'1, Class F and ASTM D 7158;, Glass H fiberglass (Dallas.&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules. complying with ASTM,D 3462. Heritage®Woodgate 12" x 36=3187, ASTM .D 3161, Class-F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfacedwith mineral granules-complying with ASTM'D 3462. Shingles E shall be used in the non-HVHZ only. Hip and'Ridge Shingles 12-114" :x-12 ASTM D 3.161, Class F fiberglass reinforced, hip and ridge asphalt. (Frederick&Joplin) shingle surfaced with:mineral granules corriplying with-ASTM D'3462._ VintageO Hip and;Ridge 12"x 12"; ASTM D 3161,Glass F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with'ASTM D 3462; i r t l fi x a TBP15061'.4 FL18355-R4 Page 2 of 11 "This evaluation report.is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK i Technical Ser-vices,LLC'of any product changes or quality-assurance changes throughout the,duration for which this report is valid. s This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. i { l 5 ' TAMBUILDING PRODUCTS CREEK Asphalt,Shingles I TECHNICAL SERVICES,LLC 4 INSTALLATION. Elite Glass-Seal® Basic Wind Speed(V,,It): Max. 194 mph (Frederick,Joplin& Basic Wind Speed(Vasa): Max. 150 mph Tuscaloosa) Deck(HVHZ): in accordance with FBC requirements; & Solidly sheathed min'. 19132 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 FBO requirements-, Solidly sheathetl,min. 15132 in. plywood or wood plank for new construction;Min.7/16 in.OSRexisting 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 5-118 inch exposure.in accordance:with RAS 115 and manufacturer's published installation instructions. Shingles shall be:attached using"6'Nail Pattern" detailed S below. I Installation (Non-HVHZ)- installed with 5=1/8-inch exposure in accordance with FBG requirements and manufacturer°s published installation instructions. 'Shingles shall be attached using either"4 Nail P.attem"or"6 Nail Pattern"detailed below: NAILS l I A-- -7I8" ! ----__------ Area f 5 i 2 Butt Edge j Figure 1. Elite`GlassSe-al&Glass-Seal 4 Nail Pattern (Non-HVHZ only). I I NAILS Nalling1.7 .. _ _ .. fifes - ¢ 5-1I8" _ � C Butt Edge Figuire:2. Elite Glass-Seal&Glass-Seal 6 Nail Pattern a TBP15001A 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,waaanty,installation,recommended use,or other product attributes that are not specifically addressed.herein. I i i TAMKO,BUILDING PRODUCTS Asphalt Shingles TECHNICAL:SIrRVICF-s,LLC Heritage(& Basic Wind Speed(Vwt): Max, 194-moh (Dallas' Frederick,Joplin, Basic Wind Speed(Vag): Max. 1 1 5,0 mph Phillips6p-rg&Tuscbloos.a) Deck(HVHZ): In accordance with FBC requirements, Solidly sheathed min. 19/82 in_ plywood or wood plank for HedtageO Premium new construction'. Min. 15/32 in, plywood existing (Dallas, Frederick construction. Phillipsburg-4 Tuscaloosa) Deck(Ndh-,HVHZ): Irr accordance with FBC fdquiferrients;. & Solidly sheathed-min. 15/32 in. plywood or wood plank for H-enteige@ Woodgate new construction,.Min.7116 irf,-OSB existing,construction. (Dallas&-Fredenck Undetlayment. In accordance with FBC requirements. Min.slope�. 2:12 and in accordance with FBQ requirements. Refer to the,ftianUfacturer's application instructions when installing shingles at slopes greater than 21:.1,2. Installation(HIVHZ): installed with 6-8/8 in. expos I ure in accordance with RAS, 115 and manufacturer's published installation instructions. Shingles shall be, attached Using '6 Nail Patterndetailed below. Installation (Non-HVHZ): Installed talled with-5-,5/8,ih.'exposure'in 'accordance with FBC requirements and manufacturers 'published installation instructions. Shingles les shall beattached using either*4 Nail , _ Patterri"ort'Nail Pattern"detailed below. FASTENERS,. NAiL ZONE /GQMM.ON BOND 6-118" l tPa'IJRES 1:2-112 12-3/8!' L Figure 1 Hedta:ge0,;Hq(j ge@ Premium,and.Heritage@ Woodgate(Dallas) 4 Nail Pattern(non--H VHZonly) FASTENERS: NAIL ZONE COMMON K16OND 61xpc ISURE 5-50' Figusp 4. Heritageg&Heritage®:Premium 6 Nail,Pattern TBP.15001.4 F00365-R4 Page 4 of 11 Wis'evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services LLC'oUdny product changes or quality assurance chanjes,throughout the duration for which this report is valid. -rbis evaluation report does-n6t express nor.imp[_y warranty,inst l4tion.recommended use,or other pi are nbt y a] product attributes that specifically,addressed hereifi. TAMKO SUILDWG PROIQUCTS C i 1.1.x, Asphalt Shingles TECHNICAL.SERVICES;.LL.0 i NAIL ZONE/ E ,i�STENERS -- --- COM-MON-BOND I 6-118" f EXPOSURE 5:51r { t �7-112+7-1 2'i f-7 318'=i�-7 J2+7-112z� f-1" Figure S. Heritage@ Woodgate 6 Nail Pattern t I ►1 1"iE i2-1f2"-- ►i ;' 12-1f-" •- Common Bond C') T .39-318 Figure 6. Her..itage0,=Her%tage®Premium,Sr i-leritagetR7 V4tootlgate Alternate-6'Nail Pattern. PAINT LINE ` Ei=11 " LIGE OF - COMMON" BG1Nt3 Er(?PURE j 5.-alb"; P ACCEPTABLE. FASTENER Lf?GATION D.O'NOT FASTEN ALONG EDGE .OF COMMON BOND PREFERRED FASTENER' LOCATION Figure 7. Hetitage(r7(Tuscaloosa) Expanded Nail Zone Nail paffems from Figures 3,4,and 6 may be piaced:in,the.nail zone as; escri-ed above TBP15001_4 FL18355-R4 Page 5 P 11 This-.evaluatiion report is provided for-State of Florida,product approval under Rule_61C2o-3, The manufacturer shait.notify CREEK- Technical Services,LLC otany product changes ror 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 specifacally.addressed herein. i CREEK TAMKO.BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC Heritage®Premium Basic Wind Speed(Vuc): Max. 194 mph (Frederick) 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.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturers 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 i requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or°6 Nail Pattern"detailed below. NAIL ZONEf FASTENERS COMMON-BOND DCPOSURE 5" 11 ►�4 12x -11 Is •I �--1 n Figure 8s Heritage@ Premium(Frederick) 4 Nail Pattern (non=HVHZ only) i i I f NAILZONE1 t FASTENERS COMMON BOND E EXPOSURE 5" u 1 1 n i u--►� �--9/z+34---9"—+6+91/21L-� 14-1 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. i TAMKO BUILDING PRODUCTS CREEK. Asphalt Shingles TEtCHNICAL§ERVICES,LLC HeritageO Woodgate Basic Wind Speed(Vwt): Max.194 mph (Frederick) Basic Wind Speed(VaQ: Max. 150 mph Deck(Non-HVHZ): In accordance with,FBC requireinents; Solidly'sheathed min- 15132 in. plywood or wood plank for new construction;Min.7/16 in.OSB,existing construction. Underlayment: In accordance With FBC requirements, Min.slope: 2:12 and in accordahce with FBC requirements. Refer-to the manufacturer's application instiuctions when installing shingles at slopes greater than 21:12. installation (Non-HVHZ): Installed with 5. im 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. NAILZONE/ FASTENERS COMMON BOND T T EXPOSURE V, Figure 10. Herltaige@Woodgate(Fredeeick) 4 Nail Pattern(non-HVHZ only) - NAIL.ZO,NEI M� FASTENERS COMMON RQ EXPOMSUPRL5" Figure 11. Heritage®Woodgate(Frederick) 6 Nail Pattern" TBP15001.4 FL18355-R4 Page 7 of 19 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. 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 [� r �R�E K Asphalt Shingles TECHNicAL SERVICES,LLC Heritage@.VintageO Basic Wind Speed(V,nt): Max. 194 mph (Phillipsburg) Basic Wind Speed(%w): Max: 150 mph Deck(HVHZ): In accordance with FBC'requirements; , Solidiy 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 FBG'requiremerits; Solidly sheathed min: 15/32 in. plywood_or wood plank for new°construction;Min.7/16;in.`OSB existing`canstruction. Underlayment: In accordance with FBG requirements. Min.slope: 2:12 and in accordance with FBC`requirements.: Refer to, the`rnanufacturer's application instructions when;installing si ingies,at slopes greater than 21:12. Installation(HVHZ). Installed with:5 in.exposure in accoirdance with RAS 115 and. manufacturer's published installation instructions.. } Shingles shall be attached using."6 Nail_Pattern" detailed below. � Installation (Non-HVHZ) installed with 5in. ez osure `in acwrdancee with FBC requirements and manufacturer's published .installation instn cfiotis. Shingles shall be.atfachedusing either"5 Nail Pattem"or"6 Nail Pattern"detailed below. } uqmne rkposum naaas x N3ah Nair ore- t7-1t2" s i 5" iExpasum -7! Figure 12: Heritage®Vintage®: S'Nail Pattern(non-HVHZ nly) i E ,firNotch §§ 6�lO3ttR' T 6' i;+stsnea NA • Zw+a i 17-t,r2` R i ..713W 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 69G20-3. The manufacturer shall notify GREEK Technical Services;I LG of any product changes or quality assurance changes throughout the duration for which this report is.valid. This evaluatioln report does note express,nor imply warranty,xp p y ty,installation,recommended use,or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEK Asphalt Shingles TECHNICAL SERVICES,LLC ftimiTAndks 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 td 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 0 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 undedayment 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 evaluatedproducts shall comply with this report, the FBC, 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 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code.,6u'Edition(2017)as evidenced in the referenc6d'documents submitted.by the named-manufacturer. I 111"Ift't R P % 2,017.09.25 No 74021 11 :31 :41 -04'00' STATE OF ..0 %. '1% Zachary-R.Priest, P.E'. Ze Florida Registration No.7,4021 �1 .T�'ONA f411 Organization No,ANE1.1669 CERTIFICATION OF INDEPENDENCE CREEK Technical Services,CLC.does not have,nor will it.acquire,a financial interest in any company,manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest,P.E.does not have,nor will acquire,a financial interest in any company manufacturing or distributing products under.this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP15001.41 FI_18355-R4 Page 11 of 11 This evaluation report is provided for State,of Florida product approval under Rule*6IG20-3. 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.