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Home My WebLink AboutEVALUATION REPORTL... 9" REPORT Owens Corning One Owens Corning Parkway Toledo, ON 43659 (740) 404-7829 #00 J��A JG EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorizotfonr19503 353 CHRISTIANSTREET, UNIT #13 OXFORD, CT-.06478 (203),262-9245 Evaluation FL20674iR13 Date of Issuance.02/06/2o12 Reulsion S. 10109/2017 SCOPE: This Evaluation Report is issued.under Rule 61620r3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has-been reviewed by Robert Nleminen, PtE. for use of the product under the Florida Building Code, and .Florida Building Code, Residential Volume. The Products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building -Code sections noted herein. DESCRIPTION: Owens Corning Asphalt Roof shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.11 R905.2.6.1. CONTIMIED COMPLIANCE:This Evaluation Report is valid until such time as the named product(s)' changes, the referenced' Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to.notify Robert f leminen, P.E. if the product changes- or the. referenced Quality Assurance documentation changes. Trinity)ERD requires a_ complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle, ADVERTISEMENT: The Evaluation Report number preceded by the words`Wriltyl ERD Evaluated." maybe displayed.in advertising literature. If any portion.of the Evaluation Report is displayed; then it shall be done in its entirety. INsmiiom upon request; a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the, BUllding,Offlcial. This Evaluation Report consists of pages 1 through 8. 'Prepared, by: Robert J.M. Nleminen, P.E. Florlda Reglstmtion.Na. 59166, Florida DC01 ANE1983 The facsimile seal appearing Wasaatgodzed by Robert Idembmn, P:E. an WtV912017. Thlsdoes notseme asap electronfcallysigned document CWFICAMON OF INDEPENDENCE: 1. Tdnity(ERD- does not. have, nor does it intend to acquire or will it acquire, a financial interest, in any company manufacturing or distributing products it evaluates. 2. TrinitylERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3.. Robert Nleminen, P.E. does not have-norwill acquire, a financial Interest in any company manufacturing ardistributing products for Which the evaluation reports are being Issued. 4. Robert Nleminen, P.E. does not have, nor will acquire, a financial Interest in.anyother entity Involved in the approval process of the product S. Thisis a building code evaluation. Neither Trinity)ERD nor Robert. Nleminen, P.E. are, many way, the Designer of.Record for any project anwhich this Evaluation Report, or previous versions thereof, Isfwas used for permitttng'ordesign guidance unless retained specifically for that purpose.. N[TY ERD ROOFING SYSTEMS EVALUATION:. 1. SCOPE Product Category: Roofing Sub�Categoryt Asphalt.Shingles Compliance Statement: .Owens Coming Asphalt Roof Shingles, as produced by Owens Coming, have demonstrated compliance with the following sections of the 6y' Edition (2017) Florida Building Code and Florida Building Code, Residential: Volume through.'testing in accordance with the following Standards. Compliance is -subject to the Installation Requirementsand Limitations/ Conditions of Use set forth herein. 2, STANDARDS, .. Section Pro_ a Standard Year 150Z25,:R905.2A PhysicalPropertles ,ASTM D3462 2010 1507.2.7.1, R905;2.6.1 Wind Resistance ASTM D3161. 201E 1507.17.1, R905:24.1 Wind ResistanceASTM D7158 . 2011 3. REFERENCES: Entltv Examination Reference Date UL LLC (CER9626) Physicals & Wind Resistance File R2453,Vol. 3 0,2/1,5/2007 UL LLC (CER9626) ,. Physicals & Wlnd:Reslstance 20120516-R2453 0S/Sfi/2012 ULL[C(TSr9628) Physical Properties 06CA20263 04/18/2006 UL LLC (TS79628) Wind Resistance 11CA34308 02/1812012 ULLLC(TSr9628) Physicals &Wind Resistance 4786093137 02/01/2014` ULLLC.(TST9628). Wind Resistance 4786226532 Wtj(1/2014 UL LLC-(TST9628j Physical properties. Classification letter 02/13/2014 UL LLC(TST96291 Physical Properties Classification letter 10/02/201S MlamWade (CER3592) FBC HVHZ Compliance Various NQAs Various ULLLC(AUA9625) Quality Control Servicz{onfirmation, ESP. 05/15/2020 4. PRODUCT DESCRIPTION: 4.1- AsohaitShineles: 4:1.1 Classic and Supremearefiberglass reinforeod,3-tabasphalt roofshingles. 4.112 ROkshire are fiberglassre)nfomed,4tab.asphaR'roofshingles. " 4:1.3 DevanshireTM are fiberglass reinforced, S-tab asphalt roof.shingies. 4.1.4 Duration; TruDeRnitiono Duration, Duration* Premium Cool, TruDefinition' Duration Designer 61or Collection, TruDeflnitiono Wkridge, Clakridge and WeatheeGuard HP are fiberglass reinforced, laminated asphalt roof shingles. 4.2 H!2 & Ridee Shtnid 4..2.1 Berkshire flip & Ridge Shingles„ High Ridge, WLeatherGuard HP Hip & Ridge Shingles, ProEdge Hip & Ridge .Shingles and Duraflidgexm Hip & Ridge Sbingles:arefiberglass reinforced, hip and ridge asphalt roof shingles, 4.3 AccessorySiarterStrios:, 43.1 Starter StripShingle, Starter Strip Plusand-Starter-SbIngle Roll are St9ftet.strips.for asphaft'roof shingles. S. LIMRAT1ow: 5:1 This is a building code evaluation. Neither Trinity(ERD nor Robert .Nieminen,. PzE. are, In any way, the Designer. of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permittingor design guidance unless retained specifically -for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ'jurlsdictions, 5.3 Fire Classification is not partof this Evaluation. Report, refer to current Approved.Roofing Materials Directory for tire ratings of this product. Esterlor Research an4Design, LLC, EValuatlon Repog037$4e4L32-1W CrrBFcrtarc7AuthnAigtlon l9503 .e'" EDITION'[2p}7)f8G NONWi{4112 EVALUATION FL10674.F13 Owens Coming Asphalt Roof Shirdes Reybion8:10/0J/Z0 7 Paget ot$ N1TY ERD . 1_4 Wind Classification: 5.4.1 All Owens Corning asphalt shingles noted herein are Classified in accordance with ,FBC Tables 1SO7..2.7.1 and R90S.2.6.1 to•ASTM: D3161, Class Fand/or ASTM D7159, Class-N, indicating the shingles areacceptable for use in all wind zones up to Vx,p = 150 mph (V�i, = 194 mph). Refer to Section 6 for Installation requirements to meet this wind rating:. 5.4.2 .All Owens Coming hip & rldge,shingles, Starter Strip Shingle and Starter Strip Plus noted herein are Classified in accordance with FBC Tables 1S07.2.7:1 and R9052.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for use in all wind zones up to V„d -150 mph (V.1, =194 mph). Refer to Section 6 for installation requirements to meetthis wind rating. 5.4.3 Classification by WM 671" applies to exposure category, B or C, asdeflned in FBC1609.4.3; and a mean roof height of 60 feet or less.. Calculations by a qualified design professidnal are required for conditions outsidethese•limitations. Contact -the shingle manufacturer for data specific to each shingle. 5:4:4 Refer to Owens Coming published information on windsesistance and installation limitations.. 5.5 All.products in the roofassemblyshall haye.quality assurance audit in accordancerwith F.A.C. Rule:61G20-3, 6. INSTALLATION: 6_1 Underlayment: 6.1.1 tlnderlayment shall be acceptable to Owens Corning and :shall. hold :current Florida Statewide Product Approval, or be Locally Approved per Rule 61GZO.3, per FBC 1507.2.3,1507.2.4 or R90S.2.3. 6_1 Asphalt Shingles: 6.2.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions, using minimum four (4) nails per shingle In :accordance with FBC 1507.2.7 or R905.2.6, with the following exceptions: Berkshire shingles require minimum fjve.(5) nails per shingle. ➢ WeatherGuard* HP shingles require minimumsix (6) nails per shingle. Vevonshife" shingles require minimum six (6) nallspershingle. A Starter Strip Shingle and Starter Strip plus:requireminimumlive (5)palls per strip. Refer to Owens Coming published information on wind resistance and installation limitations. 6.2,2 fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 15072.6or R905.2.S. Staples: arenot permitted. 6.2.4 Where the..roof'slope exceeds 21 units. vertical in 12 uhitshorizontal, speEiafinethods of fastening are requited. Se figures below for details. 6.2.5 Minimum Nailing —StarterStripShingie:and Starter Strip Plus; Exterior Research and Design, LLC. Evaluation Report 0379.40A2.32-Re CnelwkMAWhvdwNon Md3 . 6'x EDMON(291,7),FBC NON-HVtg EVALUATION F110674-R33- Owens Coming Asphalt Roof shingles RevislonAi 10/09/2017 Page 3 of 8 6.2,6 Minimum Nailing —Classl&&Supreme: =HlQhVfta t»>y 6.17 Minimum Nalling—BR*shire® Standard Fastening pattern rviansamor areepmope rastening Pattern iZIhllTY- ERD Maas" or Anw pano o-Nan rasrening Pattern Exterior Research and Design, LLC Evaluation Report O37940.02.1Z-R8 Ce*ore0fAU9Wkallon1'95p3 61eEDITION t2017j FBC NON-NVIIZ EVALUATION F1.10674-11113 Omns.Coming Asphalt Roof Shingles: Revision B: 10/09/2017 Page 4 of 8 0.2.8 Minimum Nailing-DevonshireTM: . 53/8'agtpsure Fapogci8ir8a 5418 Pulp Pattern �1 RINITi ERD 6.2.9 Minimum Nailing — Duration*, TryDeflnitionO Duration, Duration° Premlum :Cool & TruDeiinitlono Duration' DesignerColor Collection: Exterior Researdtand Design, LLG CeAlJ7MW of AuMafkaUan A9503 or Steep Slope Fastening Pattern e EDITION (2017) FBC NDN•NVHZ EVALUATION Owens Coming Asphalt Roof Shingles Evaluation Report 037840A2.12-R8 Ft108.74-R13 Revision 8: 10/0912017 Page 5 of a .6,2.1 Minimum Nailing -TruQeflnftloa q Oakrldgea, Oakridg&: Standard Fastening Pattern 6.2.1 Minimum Nailing — WeiatheMLW40 HP, Esterlor Ftesearch and Design, LLC. CerOjYcow ofAudw&vAm NZW Pattern e'EDMON (2017) FHP NON-IjVHZ EVALUATION Owens Cwnfng&pholtRwf StlingIn N y ROME) IT trwan rasieningi-attern E"luation ftprt 037M.02.22-RS F110674-RI3 Reviston 9- 10/09/2pX7 Page 6 ofB 6_3 Hip & Ridge Shineles: N ERD 6.3.1 Installation of Berkshire Hip and Ridge Shingles, High Ridge„ WeatherGuard HP Hip and' Ridge Shingles and PmEdge Hip & Ridge Shingles shall comply with the Owens Corning xurrent published Instructions, using four (4) palls pershingle. Installation of DuraRldgelm Hip & Ridge Shingles shall comply with the Owens Coming current published instructions, using two (2). nails per shingle. Refer to Owens Corning published information on wind. resistance and installation limitations, including the use of hand -sealing for Wind warranties. 6.3,2 Fasteners shall'be In accordance- with the manufacturers published requirements, but not less than FBC 1507.Z.6 or R905.2.5.. staples' are: not permitted.. 6.3.3 Minimum Nailing— Berkshire°:Hip & Ridge and High Ridge: -,¢ Ftmuiovxia 6.3.4 Minimum, Nailing —WeathelGuard°HPHip and Ridge; Exterior Research and Design, Lr- Evaluation Report O37M.02.12.Re- rnoylmte?fAuthadardon b9M 6'v EDmON(2017) FBC.NON•HVHZEVALUATION FL10674R13 Owens Coming Asphalt RoofShingies. Revision R: 10/09/2e17 Page 7 of 8 6.3.5. Minimum Nailing-ProEdgeHtp&RidgeShtnglm,, 6.3.6 Pslya�o6 �^dOt~O� fuYntty� ,Y' a•Egsm. J Patterns QN T�,W, NITY##ERQ Minimum Nailing - DuraRtdge"'IHip & Ridge Shingles, Note: The drawings below pertain to minimum, as tested attachment requirements. Refer to Owens Corning published installation instructions for their minimum requirements. t- Oewm�ns��S� 7. LABEUNGI Avtrwr 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein, 7.2 Asphalt; shingle wrappers shall indicate compliance with one of the required classifications detailed. in F6C Table 15OT.2.7.1 J:R904.2.6.1. 8. BUILDING;PERMITREQUIREMENTS: As required by the BuildingOfficial or Authority Having Jurisdiction In order to. pfopedy.evafuate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named CIA entityy for information on"which plants produce products covered by Florida Roie 9N 3.OA . requirements. 10.- QuAUTy AssURANCE ENTiT e: UL LLC-QUA9625 ,, (631) 546-2453; KanchLAgrawala�Dokaiiia@ul.com - END OFEVALUATION REPORT - EztedorResearch and Olesign„LLC. [He$roteoJAuthorrmtlon 0950 e"EOTOON(2017)FBC NON-HVH2FVALUATION OwentCardin g AspKaitRoofShlngles- EyaWation Report O37M&02.12 Rg FL10674R33. Revlsione: 10/09/2017 Page a of B 0 a CREEK °TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 _ „ 17520 Edinburgh Drive Tampa, FL 33647 (613)480-3421 EVALUATION REPORT FLORIDABUILDING CODE, 6" EDITION (2017) Manufacturer. OWENS CORNING ROOFING AND ASPHALT LLC 1:0wens Coming Parkway Toledo, OH 43657 (800)438-7465 www.owenscoming.com Manufacturing Location: Brentwood, NH Houston, TX Quality Assurance-- UL LLC (QUA9625) Category; Roofing Subcategory. Undedayments Code Sections: 15104.11,150T 1.1 Properties: Physical properties REFERENCES Enttd: PRI: Construction Materials' PRI Construction Materials .PRI Construction Materials -PRI Construction Materials PRI Construction Materials PRI Construction Materials PRI Construction Materials PRI Construction Materials PRI Construction Materials PRI Construction Materials PRI Construction Materials PRI ConstructiortMatedals PRI Construction Materials. PRI Construction Matedals Report No: NEI-039-02-01 NEI-042-02-01REV2 NEt-045A2=01 NEI-045-02-01 NEC-053.02-01 NE.I-053.02-01 NEI-093•02-02 OCF-213-02-01 OCP-237-02-01 OCF-252.02-01 OCF:252-02.01 0,CF253.02-02 OCF-272-D2-01 OCF-29&07--02 PR) Construction Matedals.Technologles (rSTS878) 0CF497-02-01.A PRI Qorishu.don Materiels Technologies (rST5878) OCF-318-02-01 PRI Construction Materials Technologies (rST5878) OCF-32D{12-01 PRI Construction Materials Technologies (TST5878) OCF-920A3-U1 PRI Construction Materials Technologies (TST5878) OCF-321-02-01 PRI Construction Materiels Technologies (TST5878) OCF-322-02-01 PRI Construction Materials Technologies (rST5878j. 0CF..355.02-01 'Determined to be equivalent to:ASTM D226-09. Type I and 11 Issued October 11, 2017 Standard ASTM D1970 A$Tt4D1970 TAS 103 ASTM G f55 TAS 103 ASTM G 155 ASTM D.1970 A'STM;D' 162$ UL 1897 ASTMO 4798 ASTM R1970 ASTM -D 1970 TAS 103 ICGES AC 188' ]CC -PS AC.48 ASTM D 19,70 ASTM D 1970 TAS 103'. ASTM G155 ASTM D 1623 UL 1897 UL 1897 Year 2015 2015 1995 Moss 1995 2005a 2015 2009 2012 2001 2015 201S 1995 2012 26V 2015 2015 1998 '2005a 2009, 2012 2012 This evaluation report Isprovided 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 dum6on forwhich 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 to OWENSCORNING ROOFING AND ASPHALTLLC SCREEK WeatherLocMSere-SealingIceaArateraarders TECHNICAL SERVICES. LLC -, PRQAUCT DESCRIPTION AND LIMITS.OFIISE WeatheiLock® G WeatherLock® G is an ASTM D 1970 self-adhesive unde..rtayment constructed from SBS. (Brentwood, NHJ modified asphalt, a fiberglass mat reinforcement and Sdrfaced with granules. The product is supplied in 2-sq, rolls with nominal dimensions of 3-ft x 66.7=R WeatherLocM G is permitted to be used as prescribed In FBC Section 1507.1.1 for mechanically attached roofing coverings. Exposure nn the roof deck shall be limited to a maximum30 days.. WeatherLockS Mat Weatherl-ockS Mat is an ASTM D 1970 self-adhesive undedayment constructed from Brentwood, NH or SBS modified Asphalt with, afiberglass mat reinforcement. The product is supplied In 1- Houston, TX) sq. rolls with nominal dimensions of 3-ft:x 33.3-ft and 2 sq. rolls with nominal dimensions of &It X66,7--% Weathed.ock® Mot is permitted to be used as prescribed in FBC Section 1507.1.1 for mechanically attached root coverings. Exposure on the roof deck shall be limited to a maximum 36 days. WeatherLocke Metal Weathert-ock® Metat Ls an ASTM 0 1970 self-adhesive underiayment constructed from (Brentwood NH) SBS modified asphalt with a fiberglass mat reinforcement and plastic film surface. The product is supplied in 2.0 sq. rolls VAM nominal dimensions of 3-ft x 66.741. Weatheitock® Metal is permitted to be used as prescribed in FBC Section 1507.1.1 for mechanically attached"roof coverings„ Exposure on the roof deck shall be limited to a maximum 90days. Weatherl ockS Weathert.ockO Specialty Tile $ Metal is an. ASTM D 1970 self-adhesive undedayment Specialty Tile & Metal constructed from SBS hodifed asphalt and surfaced with a nort-woven polyester fabric, Brentwood, NH or The product is supplied in 2.14 sq, rolls with nominal dimensions of3-ft x 719-ft. Houston, M WeatherLock® Specialty Tile & Metal is permitted to be used as prescribed in FBC Section 1567.1.1. WeatherLock(Ill Specialty Tile S Metal is perinitted to be used With adhered day or concrete life roofing using either ICP Adhesives ldotyset AH-160 ((CP Adhesives and Sealants, inc.) or TILE BOND m Roof Tile Adhesive (The Dow Chemical Company) Exposure, on the roof deck shall belimlted to a mardmum, IQ days. the maximum roof slope shall be fi 12 When Used with day or concrete file: installations without battens. T11% shallL be stored on battens for roof slopes greater than 61z Tiles. shall not be stacked greater 10 ides perstack. WeatherLocic®G (High WeatlietLacic®G (,High Tear) is a self -adhered„ undadayment used As an allethaM to Tear) ASTM D 226, Type 1 or Type II roofing felt and ASTM D 1970 self -adhering polymer (Houston. T)9 modified Bitumen undertayment The underlayment is composed of SBS modified asphaltwtth a fiberglass mat internal reinforcement and issurfaced-with granules. The product is supplied with a nominal thickness of 50 trills In 1.95 sq rolls with nomfmal dimensio. ns of3-ft x 654f WeatherLock® G (High Tear) is permitted to be used as prescribed In. FBC Section 1507.1.1 for mechanically attached roof xoverings. Exposure on the roof deck shall be limited to A maximum 30..days: LLC Ina evaluation report.does not express specifically addressed. herein. rut ins duration forwhich this report is valid, use,. or other product attributes that are not ® OW ENS eROOFING ASPHALT LLCCREEK WeaNerLockQSlfSeaiing Ice & Water Barriers TECHNICAL SERVICES, LLC PRODUCT APPLICATION Min. Roof Slope; 2:12in;accordance with the FBC Application: All undensyments shall be Installed in accordance with the FBC. Deck substrates shall be clean, dry, and free from any irregularities and debris, All fasteners1n the deckshall be checked forprotruslon and corrected priorto undedayment application. Prior to beginning Installation, the undedayment shall be unrolled and allowed to relax.for a minimum of 3-5 minutes. The uhderlayment shall be installed wifhthe release backer removed and pressed finely Into place to ensure complete contact with the deck, The undedaymentshall be installed with the roll length parallel to the eave, starting at the save, and with minlmurn 3" side laps and minimum Wend laps staggered min. 6-ft.from preceding course, Additionally,. If applying WeatherLock@ Specialty. Tile & Metal„ and laps shall be primed with ASTM D 41.pdmeror sealed with asphalt root: cement a minimum of 3-4 inches across the width of the lap.. It is permissible to back nail the'undedayment 124riches on -center as needed (nails shall be installed perpendicular to deck with the nail heads flush to the top surface of the undedayment). Additionally, WeatherLock® Specialty Tile & Metal'ahall beback nailed when installed on roof slopes greater than T-12,: Min. Application 4MF, Contact the manufacturerwberrinstalAng at temperatures below the minimum Temperature: application temperature. RESISTANCE The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9 Undedayment System No.1 — WeatherLock Soadaltv rile & Metal Oniv Roof Deck: Min 15132-Inch CDX plywo..od attached.to wood supports spaced a maximum 24' o.c Undedayment: Weathers ock® Specialty Tile & Metal ,shall be applied in accordance with manufacturer's Installation Instructions to the fastened deck and backnailed 'along the selvage with minimum 12ga., 1-1/4-inchgalvanized dng shank- roofing nails through optioneV primed,. 32ga. x 1-5184nch 0 'tin caps spaced 12' o.c. The applied undedayment shall be rolled with a :minimum 751b steel roller immediately following application. Maximum Design A42.5psf Pressure: Technical. Services, LLC of any product changes or quality assurance changes throughout the duration for which'this report is valid. This-evalualion report does not express nor imply warranty, installation, recommended use, or otherproductattnbutes that are not specifically addressed herein. SCR pr rr OWENS CORNING RCOFINGAND ASPHALT LLG +r�.y rr WeatherLocW Self4ealingIce 8 Water Barriers TECHNICAL SERVICES; LLC-...... _ w._,., ., ...._. _._. _ .. GENERAL. UMITATUNS 1) This evaluation report is not use In the 14VHZ. 2) Fire Clessiflcetian is not within the scope of this evaluation, 3) Installation of the evaluated 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 compliantinstallation detail sttal[prevail. 4) The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. 5) The space under the deck area shall be properly ventilated in accordance with the FBC requirements. 6) All side lap seams shall be installed to shed waterfrom the deck. 7) The undedayment may be used as desmbed in other current FBC product approval documents. 8) Design wind load pressures shall be determined for components and cladding. in accordance with FBC 9) The roof deck shall be designed by. others in accordance with FBC requirements tq resist the design wind load pressures for components and padding. 10) Maidmum Design Pressures for a given undedayment shall meet or exceed the: design wind loads determined forthe roof assembly. 11) Allproducts listed in this report shall be manufactured under a quality assurance.program in compliance with Rule 61G204 COMPLIANCE STATEMENT The products evaluated herein,by Zachary R. Priest, P.E. have demonstrated compliance with the Florida. Building Code 6 h Edition (2G11) as.evldenued in the referenced documents submitted by the named manufecturer. cEn�'`;f,Y^ 2017.10.11 o 74oat :. * f N:06:29� N 04'00' STATE OF �+ a P.` Zachary R. Priest, P.E. Q M\i, _ Florida Registration No. 74021 Organization ANE0641' CERTIFICATION OF INDEPENDE-NCE - CREEK Technical Services, I:LC does not haves nor Wr11 Rao productsuptfettiuire, afnencial Interest In any wmpahy manufaidudng or distributing '-this.evalotion. CREEK Technical Services, LLC.is not owned, operated;: or controlled by aoycompany manufacturing or distribuyng products under this avatuatien. Zachary R. Priest, RE does not have, nor will acquire; a financial interest in any company mant6cipring or distributing products under this evaluation. Zachary R.-Priest P.E. does not have, eor will acquire, a�financial intenestin anyother entity involved in the approval process of product ENO OF REPORT