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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 2 f e Y.s• � P i P • 8 �: i BQIS Home c Log In i User Registration. HotToptcs i Submit Surcharge Stats&Facts. Publications FBG.St'aff i BOO Site Map [inks- Search.!. t�Oflt�3 t Product Approval 0., USER.Public User Pmduct Approval Menu.>Pmdutt or Aonilcation search>Aooncation List>Application Pewit ° FL# FL18355-114 Application Type Revision CodeVersion 20i7 Application Status Approved E CE I V E DComments Archived 0 QCT 3 0 2018Product Manufacturer TAMKO Building Products,Inc. L[-R ,uele County, Permitting Address/Phone/Email PO Box 1404 Joplin,-MO 64802- (417)624-6644 Ext 2305 kerri_eden@tamko.com s i` Authorized.Signature Kerrl Eden C' a kerri_eden@ta _ be s Technical Representative kern Eden Address/Phone/Email PO Box 1404 rJLE Joplin,MO 64802 (417)624-6644 Ext 2305 kdrri-eden@timko.com i Quality Assurance:Representative Address/Phone/Email category Rqofing f Subcategory Asphalt Shingles. i Compliance Method Evaluation Report from a Florida.Registered.Architect or a Licensed Florida Professional Engineer Evaluation Report Hardcopy.Received Florida,Engineer-or Architect Name;who developed Zachary R.Priest the.Evaluation Report Florlda,Llcense PE-74021 ,QualityAssurance Entity UL LLC Quality'Assurance Contract Expiration Date 01/07/20.1,9 Validated By Locke Bowden Validation Checklist-Hardcopy Received Certificate of Independence FL18355 R4 COI TBP15001 4 2017 FBC Eva]Report Shinoles final off Referenced;Standard-and Year(of Standard) 'Siaridard Year f ASTM D3161, 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.pd :4 Sections from the Code https://www:floiridabuilding,org/pr/pr_app_dtLaspx?pazam=wGEVXQwtDquvosrHazGXQ... 1/3/2018 Florida Building,Cade 0@m*' e Page 2.of 2 Product Approval Method. Method 1 Option D Date Submitted 09/25/2017 ff Date Validated 09/27/2017 Date Pending FBC Approval 10/08/2017 Pate;Approved 12112/2017 Summary of Products FL# Moogi,_Number.or Name Deric4ptidit 1835511 GI assrSiial,Elite Glass-Seal, ASTM D 3462 asphalt shingles and hip acid ridge shingles Heritage,,H,eritage-Premium' Heritage Woodgate' Heritage Vil .ntage,Hip and Ridge,and Vintage Hip and Ridge Shingles Urnits of-Use Installation-Instructibris Approved for Wid-in HVHZ:Yes FIL18355 k,11 TbP15001.4 2017.HCC'Eval Report Shingles Approved,for,use outside HVHZ:Yes Fina ij)d Impact;Resistant:N/A Verified.,By:Zachary,R.Priest PE-7402.1 Design Presslure:,N/A Created by Independent Third Party:Yes Other:See evaluat16r`report for limits of use, Evaluation Rdporti; FC1055'R4 AE TSPI5001.4 2017 FSC Eval Report ShinqIe5 final.pd Created by.1ndepe6derittlilrd Party:Yes � Back Next: Contact V 2661 81alcSigne Road.Tallahassee FL 32399 Phone.,80-487-1824 ThI.Stateof Florida Is an WEED employer.Con�rioht 2007-2013 Sbte'ofFkirIda..-:Privacy Statement::Acc-esswikystateme ::04runriStatement Under Florida low,ernall addresses are public records;If you do not want y6ur e-mall address'feteased In response-to a public-records request;don6t send electronic Tall to this entity.Insbud,contact the office by phone or by traditl6ftal mail.If you ha)ie any westions,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 emalleddress If they"ve0 ne,The Pmalls�prmided may be'used for official communication with,the Licensee.However emal!addresses are public record.If you do notwish to supply a personal address,please provide the Department with an emall address which can be aiade availableIri:ttfe public.To determine if you,are a licensee under Chapter.455,F.S.,please click_heLe_. ProductApproval Accepts; Credit Card Safe https://ww,w.floridabuilding.org/ pr/prttpp..od. ?aspx-p aram=wGE-VXQwtDquvosrHazGXQ... -1/3/2018 Certificate of Authorization No.29824 EK 17520-Edihburgh Dr 'CRE Tampa,FL 33647 TECHNICAL SERVICES, LLC (813)4803421 EVALUATION REPORT . FLORIDA,BuILDING CODE,C EDITION(2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25,2017 220 West 0 Street Joplin,IVIO 6496.1 (417)624-6644 Manufacturing Plants: Joplin,MO Phillipsburg,KS Frederick, MD Dallas,TX Tuscaloosa,AL Quality Assurance- VL LC(6uA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles l , Code Sections: *1504.1.1, 1507.2.5, '1507.2.7.1, 1523.6.5.1 Properties: .Physical properties,Wind Resistance,Wind Driven Rain REFERENCES Enti Report No. 'Standard Year 4 PRIConstruction Materials,Technologies(TST5878) TAP=043.02-01 TAS 100 1995 PRI.Construction Materials T6chno.lNies(TST5878) TAP-061-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-0154, -02-01 TAS 100 1995 PRI Construction Materials Tedhnologies(TST5878) TAP-114-02-01 TAS 100 1995 PRI Construction Materials Te�41hnologibis(TST5878.) TAP-117-02-01 TAS 100 1995: PRI Construction Materials Technologies(TST5878) TAP-130=02-01 TAs'loo 1995, PRI Construction Materials Technologies(TST5878) TAPA31-02-01 TAS 100 1995 PRI Construction Ma'ted'als'Technologies-(TST5878) TAO-I65-02-01 TAS 100 1995 PRI Construction Materials Technologies(rST4878) TAP-280-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS im 1995 PRI Construction Materials Technologies(TST5878) TAP-307-02-01 -TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 lgg� PRI Constru'ction-Matedalg Technologies(TST5878) TAP-315-02-01 ASTM-D 6381 2008(2013)e1 8(201-3)el PRI Construction Materials Technologies(TST5878) TAP-317-O2-0I TAS 100 1995 UL LLC(TST9628) 02NK9507 ASTM D 3161 2016 UL LLC(TST9628) 04N,K24366 ASTM D 34132 2010A UL LLC(TST9628) 057NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTMD 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 3,161 2016 ASTM D 3462 201 OA UL LLC(TST9628) 10CA504198 ASTM D 3462, 2. 01.OA. UL LLC(TST9628) IOCA64882 ASTM D 31,61 2016 UL LLC(TST9628) 11 WK1 4014 ASTM D 3161, 2016 ASTM D 3462 201 OA UL LLC(T$T9628) 12CA24551 ASTM U3161 20.16 UL LLC(TST9628) 4786110543 ASTMU 15381 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 8462 201 OA CREEK Technical Services LLC(ANEI 1669) TBP15001.3 Calculations 2017 TBIP15001.4 FL18355-R4 Page I of 1 T, This evaluation report is provided for'State of Florida product approval under Rule 61620-3. The manufacturer shall notify CREEK Technical Seirvices,LLC of any product changes or quality assurance changes throughout the duration for which this reportis valid. This evaluatloh rep,ort does not express nor'imply warranty,'installaflon,recommended use,or other product attributes:that are,hot specifically addressed herein, TAfVIKO BUILDING PRODUCTS j CREEK Asphalt Shingles G TECHNICAL SERVICES,LLC i s 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 4 (Frederick,Joplin 8� asphalt shingle with fiberglass mat coated on both'.sides with asphalt and surfaced with Tuscaloosa), ceramic granules complying with ASTM D 3462. Glass- eal 12-1/4"x 36", ASTM D 3161, Class F and'ASTM D 71`58,-Class H self-sealing, 3-tab (Frederick& asphalt shingle with.fiberglass mat coated on both sides with asphalt-arid surfaced with t Tuscaloosa) ceramic grangles complying with ASTM D 3462. t Glass-Seal 12-1/4"x 36" ASTM D 7158, Class H'self-sealing.34ab'asphalt shingle with fiberglass. (Joplin) mat coated 8n,both sides,with asphalt and with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ.only. i Heritage®.. 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas,5Md6lrick,: reinforced; laminated architectural asphalt shingle surfaced with mineral .granules' Jopirn;Plalllipsburg& complying with ASTM D 3462. Tuscafaosa); Heritage®Premium 13-1/4 x 39-3181, 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) Heritages Prenrium 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® 17-112"x 40";ASTM D 3161,.Class F and ASTM D7158, Class H fiberglass"reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage&W.d dgate 13-1/4" x 39-3/8", ASTM D 31.61, Class F and ASTM D 7158, Class H fiberglass j (Dallas&Frederick) reinforced; laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3,462. Heritage®Woodgate 12"x 36-3/8", ASTM D 3161; Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules.complying with ASTM D 3462. Shingles i shall be used in the non=HVHZ only. # Hip and Ridge Shingles 12-1/4"'x 17,: ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt 1 (Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D•.3462. I - VintageO.Hip and Rid9e 12" k.17%.ASTM D 3161, Class.F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced,with mineral granules complying with ASTM D 3462. i t ' :l 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 I 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 TECHNICAL SERVICEs.LLC 4 INSTALLATION Elite Glass-Seal@ Basic Wind Speed(Vui,): Max. 194 mph j (Frederick,Joplin& Basic Wind Speed(Vasa): Max. 150 mph Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for i. Glass-Seal new. construction; Min. 15/32 in. plywood existing l (Frederick,Joplin(Non- construction. i HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed,min. 15/32 in. plywood or wood plank for i new construction; Min.7/16 in.OSB existing construction. Uriderlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's`application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5-1/8 inch exposure in accordance with RAS 115-and manufacturer's published.installation instructions. Shingles shall be attached using "6 Nail Pattem" detailed below. Installation (Non-HVHZ): Installed with 5-1/84nch exposure in accordance with FBC requirements and manufacturer's published installation j instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. i i NAILS Nailing _.: :... - -- - 65-718° .:.. - .:. ---------..� Butt Edge Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Pattern(Non-HVHZ only) NAILS �1e 'n ... ......-•-........_.....--- 6-7/8N Nailing ............. Area ...... .urea ----- ��::::: - -.:::::: ........ .. �-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 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. 11CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL.SERVICES,LLC Heritage® Basic Wind Speed(V,4t): Max. 194 mph (Dallas,Frederick;Joplin, Basic Wind Speed(Vasd): Max.,150 mph Phillipsburg&Tuscaloosa) Deck(HVHZ): in accordance.with FBC requirements; & Solidly sheathed thin.,19/32 in:plywood or wood plank for y HeritageOPremium new construction; Min. 15132 in. plywood existing (Dallas, Frederick construction, Phillipsburg_&Tuscaloosa) Deck(Non' Z}: In accordance wlth FBGrequirements; & Solidly sheathed min. 15/32 in. plywood or wood:plank for 'Heritage®Woodgate, new construction Min'.7/16-in.OSB:existing construction. j (Dallas&Frederick) Underlayment: In accordance with FBC;requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to i the manufacturer's application instructions when installing .shingles-at slopes greater than,2112. Installation(HVHZ): Installed with 5-518.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 FBG requirements and manufacturer°s published installation instructions. Shingles.shall be attached using either"4 Nail Pattern"or"6 Nail PattemA detailed below. FASTEN ERS NAIL ZONE ` COMMON BOND j fir 4 8" FEXPOSLIRE fi-6/8" i R n — 1-2-112,11 12-3181! —►�-- 12-112' Figure 3. Heritage®;.Heritage®Premium;and Heritage®Woodgate(Dallas) 4 Nail Pattern (non-HVHZ only) .i FASTEI+IERS NAIL ZONE i COMMON BOND 6-118" EXPOSURE 5;51$" 1" 7-112" 7-112" - 7318' 1" `'�"7-1 I2-►h-7112`-►f Figure-4. Heritage®:&Heritage()Premium 6 Nail Pattern T i l TBP15001.4 FL18355-R4 Page.4 of 11 This evaluation report is provided for State of Florida producYapproval under Rule'61G20-3. The manufacturer shall notifyCREEK Technical,Services;LLC of,any product-changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does 666'express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein: TAMKO BUILDING PRODUCTS F CREEK Asphalt Shingles T>;CHNiCAL SIERVicEs,LLC Nall:ZONE! I $, --- -�-- COMMON BOND EXI?OS1tRE 5 518" �—V R Figure 5. HeritageO Woodgate E 6'Nall Pattern i I i { ->t1°i1°r(- : 12- K--122 1�2 PRO i i i i 1 i Common Bond - FASTENERS . w ' Y W j 39-378" Figtire'6. HeritageO,Herltage0 Premium,&Heritage@ Woodgate Alternato-A Nail Pattern- PAINT atternPAINT t QNE., 7-718" _ NAILZONE EDGE OF., 6=1l8" COMMON ,r BOND' - EX 6 F>Ci8°SURE -61 ACCEPTABLE. FASTENER`_LOCATION DO-NOT FASTEN ALONG*EDGE OF COMMON BOND -PREFERRED .FASTENER LOCATION Figure 7. Heritage®(Tuscaloosa) Expanded Nail Zone i Nail patterns from Figures 3,4,and 6 may be placed in.the nail zgne as described above t r 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 essurance 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 SCREEK Asphalt Shingles . TP—cHNICAL SERVICES,LLC 3 Heritaget Premium Basic-Wind Speed_(V4i]i: Max. 194 mph (Frederick) Basic Wind Speed(Vasa): Max: 1'50 mph a Deck(HVHZ): In.accordance.with FBC requirements; Solidly sheathed min. 99/32 in., plywood or wood plank for i new 'construction- Min. 15%32 in. plywood. existing construction. Deck(Non=F1VHZ); 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. ? Uriderlayment: In accordance with FBC-requirements. Min.slope: 2:12 and in accordance with FBG requirements. Refer to the,manufacturer's application instructions when:installing_ shingles at slopes greater than.21:1Z . Installation(HVHZ): Installed with 5-.in. exposure in accordance with RAS,115 and manufadurer's published installation instructions. Shingles shall be attached using "6 Nail Pattern"detailed below. Installation (Non-HVHZ): Installed with '5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles,shall be attached using either°4 Nail Pattern"or"6 Nail Pattern"detailed below. i i r f NAIL ZONEF .. FASTENERS Q�_ON BOND EXPOSURE. „ a 1'"—►[ 1111 1211 12" ---►+1-11"--►( �r-1" Figure 8. Heritage@ Premium{Frederick) f 4 Nail Pattern (non-HVHZ only) i t NAIL ZONE/ FASTENERS COMMON BOND l • 51/2° EXPOSURE Z" .l„—� �--�1f�'—�r�;` `t' 9u-1►�-3u 9�I2"° �i--1 u Figure 9. Heritage@ Premium(Frederick) 6 Nail Pattern E A 9 TBP15001`.4 FLt 8355-R4 Page 6 of 11 This evaluationreportis provided for State of Florida product approval under Rule 61G20-3. The.manufacturer shall'notify CREEK Technical Seniices,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 ad.dressed-herein. PRODUCTS soCREEK TAMKO BUILDINGAsphalt'Shingles TECkNICAL SERVICES,LLC Heritage@)Woodgate Basic Wind Speed(\/.It): 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.7716 in.OSB existing construction. Underlayment: In accordance with FBCrequiremeri.ts. 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 (N on-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be aftdched using either"4 Nail Pattern"or Nail Pattern'detailed below. NAIL ZONE/ FASTENERS COMMON BOND T EXPOSURE 5" + TLA 11" —+.12-3/8"--+— 110 -� -1 —v Figure I.Q. Heritage@ Woodgate(Frederick) 4 Nail Pattern(ndh-HVHZ only) NAIL ZONEI COMMON BOND FASTENERS FWOSURL Figure 11. Heritage®Woodgate(Frederick-) -6 Nail Pattern 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. TAIVIKO BUILDING PRODUCTS CREEK Asphalt Shingles TEcHNICAL S;rRvjr_EB,LLC Heritage®VintageG), BasicWind 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-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or woodplankfor new construction; Min.7/16 in..OSB existing construction. 1lnderlayment: In accordance with FBC rejuirements. Min.slope: 2:12 and In accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles-at slopes greaterthan 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 Naii Pattern"or"6 Nail Pattern"detailed below. 40V ]EXPOSUre Wtch 9-1W —9-11 Figure 12. HeritzigobVintagpe 6.Nail Pattern (non-HVHZ only) b. 6asureL Notch TjFssnenets Nil Zone + Figure 13. Heritage@ Vintage 6 Nail Pattern TBP15001A 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 t express nor imply warranty,installation,recommended use,or other product attributes that are not specifically,addressed herein. TAMKO BUILDING PRODUCTS CREEK Asphalt,Shingles TF-cf4NICAL Sr=.RvicF-sj LLC Hip&Ridge Basic Wind Speed(Vit): Max.194 mph (Frederick&-Joplin} Basic Wind Speed(Vasil): Max.150 mph Deck(HVH4- In,accordance with FBC requirements; Solidly sheathed,min. 19/32'in. plywood or wood plank for new construction; Min. 16M in. plywpod 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 I'requirements.. Installation: Installed with 5-1/8 inch exposure in accordance with the FBG and manufacturer's published installation instructions. The dire-ctJon of the exposed end shall be 'away from the prevailing wind. Direction Of prevailing wind 5-1/8" exposure Mart e— Start Figure 1 here 5-1/8"exposure i lip vy SA astener Fastener &V Figure 2 4Figure 3 1/ " Figu're 14.. Hip&Ridge(Frederick&Joplin) TBP15001.4 FL18355-R4 Page 9 of 11 This evaluation report is provided for State of'Florida product approval under Rule 6.1 G20-3. The mafiufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this ibOort 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 T' EcHWICAL SERVICES,LLC Vintag,e(b Hip-&Ridge Basic Wind Speed(Vut): Max,194 mph (Phillipsburg) Basic Wind Speed(Vasd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed.min. 19/32 in. plywood or wood-plank for new construction; Min. 15/32 in.' plywood existing construction. Deck(Non-HVHZ.): In accordance with FBC requirements; Solidly shedthed min, 15132 in. plywood or wood plank for new construction;Min.7116 in.085 existing construction. Underlayment. In accordance with FBC requirements. Min.slope: 2:12and 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 prevdiing wind: Direction of prevailing wind Start 51' exposure I In n] St 1art re here Fiexposure gure 1 Fastener istener 5-1/2 Figurer 2 Figure..3 Figure 16. Vintage@ Hip-A Ridge(Phillipsburg) TBP15001.4 FL18355-R4 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-1 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,BUILDINGG PRODUCTS-' Asphalt Shingles. TECHNICAL.S.F_RVIc1Es,!_E_C LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. j 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 arid,in.accordance with FBC:requirements. 3) The mean roof height$hail be.restricted to a`maximum 33 ft in the NVHZ. t 4) -Classification.to ASTM D 7158'applies to exposure B&C with a building meati roof height.of 60-ft or'less. 5) De6k,"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 horiaorital:layers such that'the laps shed water from the deck. 7) Installation of the• evaluated :products shall comply with this report,. the FBC; and the manufacturer's published application:instructions:.Where discrepancies exist between these sources; the moreTestrictrve and code compliant detail shall prevail. 8) All products.listed in'thi$'report shall be manufactured under quality:assurance program in compliance,with Rule 61020-8. COMPLIANCE STATEMENT The products evaluated herein by Zachary R:Priest, P.E. have demonstrated compliance with the Florida Building Code,(P Edition(2017)as evidenced in the referenced documents submitted by the harriedr manufacturer. RY R�� '- E 2017095 .`�1,4�•'"t,�G SN S�. �'�'. �. ... •"2 No. 74.021 - 11 :31 :41 F = 'CC _441'001 -:0 .STAT:E OF 4u O:,'�`•','�4 Q P r�2`%% ZacharyR: Priest,P.E. --FSS�Q N AL� \4 V Organization No Registration ANE11669 1, t CERTIFICATION OF INDEPENDENCE CREEK-Technical Services,.LLC-does not have,not will it acquire;a financial interest in any company manufacturing or distributing products under this evaluation. r CREEK Technical.Services,LLC is not owned,operated,or controlled byany 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 lir the approval process of the product. i END OF REPORT TBP15001;4 FL18355-R4 Page 11 of 11 This evaluation report Is provided for State of Florida product approvalunder Rule 61G20-3. The manufacturer shall notify CREEK Technlcal,Sertiees,LLC-.of.any product changes or quality assuranae:changes throughout the duration for which this report is valid. This:evaluation report doeV got express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addrds§ed'herein. 8CIS.Home j Log In 1 User:Reglstration Hot Topics.I Submit Surcharge Stats Facts Publications.i° FBC Staff I 8CISSite Map ' Links I Search D Product"APpr oval USER:Public User (Z'P " Product Approval Menu>Product ar Application Search>Apolicatlon L_Ist>Application Detail- ' 'f FL# FL12328-RB Application Type. Revision Code Version 2017 Ce ILEA Application Status Approved. ,,y�4L✓- Comments Archived F-1 Product Manufacturer TAMKOBuilding,Peoducts Inc: RECEIVED Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644'Ext 2305 OCT I n �O Q kerri_eden@tamko.com N U Authorized Signature Kerr!Eden ST. Lucie County, Permitting kerrL-eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 . Joplin,MO 64802 (417)624-6644 Ext2305 kerrL-ede6@ta(nko.com (nko.com Quality Assurance Representative: Address%Phbhe/Email Category Roofing Subcategory Underlaymehts Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed ` Florida Professional Engineer Ls Evaluation Report-Hardcopy Received Florida'Engineeror Architect Name vko,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. I~ Validation Checklist-Hardcopy Received Certificate of Independence FL12328 R8' COI TBP14001 4 2017 FBC Eval Report TAMKO Underlavments final.odf a ' Referenced Standard and YearoEStandard ( ) Standard Year ASTM D1970 2015 ASTM D226 2009 'i ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995, i Equivalence of Product Standards Certified By i Sectionsfrom the Code Product Approval Method Method 1 Option D Date Submitted 10/05/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/20/2017 Date Approved 12/12/2017 Summary of Products FL# Model 'Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced.with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ:Yes Underlayments final.Ddf Impact Resistant:N/A Verified By:Zachary R.Priest 74021 Design Pressure:N/A Created by Independent Third Party:Yes .Other:See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf Created by Independent Third Party:Yes 12328.2 ASTM-Tile Underlayment Coated'organic underlayment Limits of Use Installation Instructions Approved for use in`HVHZ:Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ:Yes Underlayments final.pdf Impact Resistant:N/A' Verified By.Zachary R.Priest 74021 Design Pressure:N/A Created.by Independent Third Party:Yes Other:'See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001 4 2017 FBC Eval ReportTAMKO Underlayments final.pdf Created by Independent Third Party:Yes 12328.3 Master-Smooth Asphalt saturated organic underlayment. Limits'of Use Installation Instructions Approved for use in HVHZ:No EL12328 R8 II TSP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ:Yes Underlayments fihal.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 FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.Ddf Created by Independent Third Party:Yes 12328.4 Moisture Guard A self=adhering modified bitumen underlayment. Limits of Use Installation Instructions Approved for use in.HVHZ:Yes. FL12328 R8 II TBP14001.4 2017 FBC Eval ReportTAMKO Approved for use outside HVHZ:Yes Underlayments final.Ddf Impact Resistant:N/A Verified By:Zachary R.Priest 74021 Design Pressure:N/A Created by Independent Third Party:Yes, Other:See evaluation report for limits of use. Evaivation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval ReportTAMKO Underlayments final.Ddf 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 II TBP14001A 2017 FBC Eval ReportTAMKO Approved for use outside HVHZ:Yes Underlayments final.odf, Impact Resistant:N)A Verified By,:Zachary R.Priest 74021 Design Pressure:N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2Q17 FBC Eval ReoortTAMKO Underlayments final.Ddf 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 EL12328 R8 Ii TBP14001.4 2017 FBC Eva[Reoort TAMKO Approved for use outside HVHZ:Yes Underlayments finai.pdf 1 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 12 21§ R8 AE TBP14001 4 2017 FBC Eva)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 FL,12328 R8 Il TBP14001 4 2017 FBC Eval Reoort TAMKO Approved for use outside HVHZ:Yes UilderlaymCrits 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 FI 1232a R8 AE TBP14001r4 2017 FBC Evai ReoortTAMKO Underlayments final.odf Created by Independent Third Party:Yes 12328.8 No..30 UL Asphalt saturated organic felt Limits.of Use Installation Instructions Approved for use in HVHZe Yes X12328 R8 11 TB,g14001 4 2017 FBC Eval ReoortTAMKO Approved for use outside HVHZ",Yes Underlayments final.odF impact ResistantrN/A Verified By.:Zachary R..Priest 7,4021 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 EvaI Report TAMKO Underiayme1its final.odf i Created 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 FL12"i28 R$ 11 TBP14001 4 2017 FSC Eval Report TAMKO Approved for use outside HVHZ:Yes Underlaymetsfinal.odf Impact Resistant:N/A Verified By:Zachary R.Priest PE-74021 Design,Pressure:N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evatuation Reports Ft 12328 R£-AE TBP14001 4 2017 FBC Eval R_emrtTAMKO Underlayments finai.odf ,1 Created by Independent Third Party:Yes 12328.10 TW Metal and Tile Underlayment self-adhering modified bitumen underiayment Limits of Use Installation Instructions Approved for use In HVHZ:Yes F1 1228 R8 II TBP14001 4 2017 FBC Eval ReoortTAMKO Approved for use outside HVHZ:Yes Underlayments final Ddf -Impact Resistant:N/A Verified By:Zachary R.Priest 74421 Design Pressure:'N/A Created by Independent Thlyd Party:Yes Other:See evaluation report`for limits of use. Evaluation Reports Fi 17428 R8 AE TBP14001 4 2017 FBC Eva[Reoort TAMKO Underlavments final,pdf Created by Independent Third Party:Yes 12328.11 TW Underlayment self.-adhering modified bitumen"undertayment Limits of U'se Installatiori Instructions Approved for use In HVHZ:Yes . EL12328 R$ 11 TBP14001 4 2017 FISC EvaI Reoort TAMKCI Approved for use outside HVHZ:Yes Undertaymenis final.Ddf Impact Resistant:.N/A Verified.By;Zachary R.Priest 74021 Design-Pressure:•N/A Created by'Independent Third Party:Yes I Other:See evaluation report for limits of use. Evaluation Reports F112328 R8 AE TBP14001 4 2017 FBC Eval Report TAMKO Underlayments finai.pd_f. Created by Independent Third Party:Yes L• • Back EE { ;Contacti):;260181air Stone Road Tallahassee,F1.32399 Phoner850-487-1824 g The State_of Florida Is an Aa/EEO employer.Cenvriaht 2007-2013 State of FloriOa.::Privacy Statement.::Accessibility statement: Refund Statement .Under Florida law,emall.addresses are public records.If you do not want.your e-mail address released in response to a public-records request,do dot send electronic 5y in Ill to this entity.Instead,contact the office by,phone or by traditional maiL9fyou have any questions,please.contact BSD.487.1395.-Pursuant to Section 455.275 ti),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 emalts 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, z please provide the Department with an email address wbich can be made available to the Public.To determineif you are a licensee under Chapter 455,F.S.,please click ere. n Product Approval Accepts: ® MSCI .r� qertficate of Authorization No..29824 CREEK 17520.Edinburgh Drive Tampa,FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLoPiDA BUILDING CODE,6P EDITlpN(2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19,2017 P.O.Box 1404 Joplin,MO 64802 (417)�6246694hfti)://www.taniko.com Quality Assurance: UL LLG(QUA9625) SCOPE. Category: Roofing Subcategory: Underlayments Code Sections: 1567.1.1 Properties: Physical properties P116DUCT.IDEscRiPTION TAMKO@)ASTM Slate ASTM D 6380,Class M,Type 11 underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO@ ASTM Tile ASTM D 6380,Class M,Type 11 underlayment constructed from an organic felt saturated Underlayment with asphalt then coated ori both sides with asphalt and surfaced with granules. TAMKO@ Master ASTM D 6380,Class'S,Type`IV underlaymbrit constructed from an organic felt saturated Smooth with asphalt then,c6a,ted on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. TAMKOS Moisture Self-adhered, ASTM_D. 1970, fiberglass reinforced; modified bitumen sheet membrane Guard.® with a mineral-surfacing and, a removable release film on the adhesivw side and removable selvedge release tape. TAMKOO No.15 ASTM ASTM D 226,Type 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 underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt Organic Felt TAMKO@ No.30 ASTM ASTM D 226,Type-11 underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt Organic Felt TAMKOO No.30 UL ASTM D 226,Type 11 underlayment constructed from a non-perforated organic felt that is Asphalt"Saturated saturated writh'asphalt. Organic Felt TAMKO@ TW Metal and Self-adhered,,-flexible,ASTM b'1970 and TAS 163, rubberized asphalt sheet membrane Tile Underlayment, with a polymer film on the surface and a removable release film on the adhesive side. TAMIKORMV Self-adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removablerelease film on the adhesive side. TBP14001.4 FL12328-R8 Page 1.of 4 This evaluation report is provided for State of Florida product approval under Rule:61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODCUTS,INC. CREEK TAMKO Underlayments TEctiWICAL StRvicEs,LLC TAMKO@)TAM-C=ELT Alternate to ASTM D 226,Type I and Type 11 underlayrrient constructed from a non- perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall.be in accordance with the published,manufacturer's.installation instructions, the FBG, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements, Roof decks shall have no more than 118" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKOG)TW-Metal and Tile UnderlaYment and TAMKQ0 TW Underliayment shall be-40T. b) The minimum application temperature of TAMK0@ Moisture Guard@ shall be 35*F. The minimum roof slope%shall'be in accordance with FBb requirements except as follows: a) The minimum slope of TAM,K0@ASTM Slate Surfaced Roll Roofing shall be 2:12. UndOrlayments shall be exposed in accordance With the manufacturer's recommendations, but in no case shall exposure.exceed 30 days. Exception: TAMKO@)TW Metal and Tile Undedayment may be exposed for a maximum 90 days. Self-adhering underlayments may be adhered to primed or unprimed plywood'substrates in the.non-HVHZ. All roof Coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Covertnqsr Metal Roof Mineral Wood Asph6it-: Panels andF Surfaced Roll shingles and Slate Clay and Underly merit Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOO ASTM Slate Y1 N N N N Y Surfaced Roll Roofing TAMKO@ ASTM Tile N N N N N Y Underla yment TAMKOt Master Smooth Y1 N N N N N TAMKOO-Molsture Guard@ Y N N N N N TAMKOOD No'.15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKO@ Noi 15 UL Asphalt Y Y Y y2 Y N Saturated.Orgahic:Felt TAMKO@)N6.30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO@ No.30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKO@ TW Metal'and Tile Y Y N N N Y Underlayrne nt TAMKO@ TW Underlayment Y Y N N N N TAMKO@)TAM-FELT Y N N N N N Notes: 1)Open valley applications per 1507.2.9.2 2)-Wood shingles only TBP14001A FL12328-138 Page 2 of 4 This evaluation report is provided,for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes of 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 PRODCUTS,INC. CREEK TAIVIKO Und6flayments TECHNICAL SERVICE%LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluaton, 3) Installation of the eveiluat'ad product,shall comply with this report,the FBC,and the manufacturers 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. 6) Unless otherwise stated,the minimum roof slope shall be in accordance with FBC:requirements. 6) All underlaymeMs 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 bestaggered-bjetweencourses in accordance with the manufacturer's application instructions. 7) The underlayment may-be used as described in other current FBC product approval documents. 8) The underlayment shall,not be installed over existing roof coverings. 9) Contact the manufacturer•regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G204 REFERENCES Enti Report No. Standard Year PRI Construction Materials Technologies(TST6049) TAP-192-02-01 ASTM 0 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-OIREV ASTM D 6380 2003(2013) PRI Construction Materials.Technologies,(TST6049) TAP-218-02=01 ASTM.D 226 2009 PRI Construction Materials,Technologies(TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies(TST6049) TAP-220-02-01 ASTM D 080 2003(2013) PRI Consttuction Materials Technologies(TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials-Technologies(TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies(TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) TAP-319-02-01.1 ACC 188 9012 PRI-Consiruction Materials Technologies(TST6049) TAP387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) TAP-388-02-01 ASTM D 11970 2015a UL LLC'(TST9628) 13CA12269 ASTM D,226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida.product approval undt'�r Rule.61 G20-3. The manufacturer shall notify CREEK Technical Services,rvices,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 PRODCUTS,INC. TAMKO Uiiderlaynhents tiCHNIftALSkllMtEs,1..1_G COMPLIANCE STATEMENT The,products.evaluated herein by Zachary R. Priest, RE.' have dernbristrated compliance:m th the Florida Building Code,-6�'Edition(2017),as:evidenced'.in the referenced docurnentssubmitted by the named manufacturer. i ��tru rUt� 0 GPG E N 5F 2017.10.19 - � • No 740.2.1 � �t,.(.� 'j' 62 ;;-53 - ' STATE OF '.�fi''• � R �Z�.`� Zachary R.Priest,P.E. Florida Registration No;74021 Organization No.ANE9641 jO+I It N t CERTIFICATION OF iNDEPENDENCE CREEK Technical Services;LLC does not have,nor will it acquire,.a.financiai•interestin.any company manufacturing or distributing products under this evaluation: CREEK Technioab Services,LLC:isnot owned,operated;or.controlled by any company manufacturing ordistributing products under this evaluation. Zachary R:Priest,RE.does not have,nor will aoquire,a financial interest in any company manufacturing or distributing'products under this evaluation, Zachary R.Priest,P.E„does nothave;nor will acquits;a financial interest-in any other entity involved in the approval process of the*duct. i 3 f i ENDOF REPORT TBP14001.4 FL12328-RB 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.quaiity assurance changes throughout the durationfor which this report is valid. This evaluation report does-no express nor imply warranty,installation, recommended use,or other product attributes that are not specifically,addressed herein,