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Home My WebLink AboutEVALUATION REPORTw01 TY ERD t �E` '1 EVALUATION REPORT Owens Corning One Owens Corning Parkway Toledo, OH 43659 (740) 404-7829 SCANNED BY EXTERIOR RESEARCH & DESIGN, U.C. St. Lucie County Certificate of Authorization&95w 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203)262-9245 FL10674-R13 Date of Issuance:02/00/2012 Revision 8: 10/09/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 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 Nieminen, P.E. for use of the, product under the Florida Building, Code. and .Florjda Building Code, Residential Volume. The products described herein have been evaluated for compliance with the Sob 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 1507.2.7.1/ R905.2.6.1. CONTINUED COMPLIANCE: This Evaluation Report Is validuntil 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 Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinitylERD 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 'Trinity I ERD Evaluated" may be displayed.in advertising literature. If any portion of the Evaluation Report is displayed, then It shall be done in its entirety. INSPecnoN: 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 Building Official. This Evaluation Report consists of pages 1 through 8. �Prepared,by: Robert J.M. Nieminen, P.E. Florida Reglstration.No. 59166, Florida DCA ANE1983 The farsimlle seal appearing msauthorized by Robert Nieminen, P.E. on 10/09/2017. This does not serve as an elecuonlcallysigned document. CEIMFICATION OF INDEPENDENCE: 1. Trinityl ERD: does not have, nor does it intendtoacquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityi ERD is notowned, operated or controlled by company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest In any company manufacturing or distributing products for which the evaluation reports are tieing issued. 4. Robert Nleminen, P.E. does not have, nor will acquire, a financial Interest in: any other entity Involved in the approval process of the product. S. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of.Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose. ROOFING,SYSTEMS EVALUATION: 1. SCOPE: QoTkINITYJ ERD Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: Owens Coming Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated compliance with the following sections of the eh Edition (ZO17) Florida Building Code and Florida Building Code, Residential Volume through. testing.in .accordance with the following Standards: Compliance is subject to the Installation Requirements and Limitations / Conditions of Usenet forth herein. 2. STANDARDS: Section Pro a Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2616 1507.2.7.1, R905t2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Entitv Examination Reference Date UL LLC (CER9626) Physicals & Wind; Resistance File R2453, Vol. 3 02/15/2007 UL LLC(CER9626) Physicals& Wind Resistance 20120516-112453 05/16/2012 UL.LLC (TST9628) Physical Properties 06CA20263 04/18/2006 UL LLC (TST9628) Wind Resistance 11CA34308 02/18/2012 UL LLC (TST9628) Physicals & Wind Resistance 4786093137 02/01/2014 UL LLC (TST9628) Wind Resistance 4786126532 02/10/2014 UL LLC (TST9628) Physical Properties Classification letter 02/13/2014 UL LLC (TST9628) Physical Properties Classification letter 10/02/2015 Miami -Dade (CER1592) -FBC HVHZCompllance Various NOAs Various UL LLC (QUA9625) Quality Control. Service Confirmation Exp.05/16/2020 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles- 4.1.1 Classic and Supreme are fiberglass reinforced, 3-tab asphalt roof shingles. 4.1.2 Berkshire' are fiberglass reinforced, 4-tab asphalt'roof.shingies. 4.1.3 Devonshirel" are fiberglass reinforced, 5-tab asphalt roof shingles. 4.1.4 Duration*, TruDefinition Duration, Duration Premium Cool, TruDefinition Duration Designer Color Collection, TruDefinitionOakridge, Oakridge and WeatherGuard* HP are fiberglass reinforced; laminated asphalt roof shingles. 4.2 Hip & Ridge Shingles: 4.2.1 Berkshire Hip & Ridge Shingles,. High Ridge, WeatherGuard' HP Hip & Ridge Shingles, ProEdge Hip & Ridge Shingles and DuraRidge'" Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.3 Accessary Starter Strips: 4.3.1 Starter Strip Shingle, Starter Strip Plusand'Starter Shingle Roll are starter.strips for asphalt'roof shingles. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityIERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specificallyfor that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ`jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved.Roofing Materials Directory for fire ratings of this product. Exterior Research and. Design,. U.C. Evaluation Report 037940.o2.12.RS Owdfl ne ofAvthorlooka Mai 6' EDITION (2017)FB[NON-NVNZ EVALUATION FL10674-R13 Owens Coming Asphalt Roof Shingles Revision 8::,10/09/2017 Paget of AiNITYIERD S_4 Wind Classification: 5.4.1 All Ovven's Corningasphalt shinglesnoted herein are. Classified in accordance with fBC Tables 1507.2.7,1 and R9012.6.1 to,ASTM D3161, Class F and/or ASTM. D7"" Class H, indicating the shingles are,acceptable for use in all windzones up to Vasd = 150 mph (Vi, = 194 mph). Refer to Section 6 for installation requirements to meetthis vwlnd rating. ' 5.4.2 All Owens Corning hip &'ridge, shingles, Starter Strip Shingle and Starter Strip Plus noted herein are Classified in accordance with FBC Tables.1507.2.7.1 and R905.2.6,1 tD ASTM D3161, Class F, indicating the shingles are acceptable for use in all wind zones up to Vese =150 mph (V 1, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating, 5,43 'Ctassification.6y ASiIVI D'71�56 applies to exposure category.B or C,�asdefined in FBC 1609.4.3, and a mean roof height of 60 feet or'less. Calculations by i qualified' design professional are required for.conditions outside thesedimitations. Contact the shingle rparufacturer for data specific to each shingle. 5.4.4 ,Refert&Owens Corning publishedinformation on wind. resistance andinstallation limitaupns- 5.5 All products in the roof assembly sha!!,have quality assurance'audit in accordance with P A.C.,Rule'61G20-3. 6. INSTALLATION: 6_1. Underlavment - 6.1.1 Underlayment -shall be acceptable to Owens Corning and. shall: hold':. -Current. Florida ,Statewide Product Approval,,ocbe Locally Approved per Rule 61620-3, per FBC1507.2.3,15012.4 or R905.2.3. 6.2 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: D Berkshire shingles require minimum five (5) nails per shingle. WeatherGuard HP shingles require minimum six (6) nails per shingle. ➢ Devonshlrea shingles require in six (6) nails'pershingle. ➢ Starter Strip Shingle and Starter Strip Plus require minimum five (5) nails 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 1507.2.6 or R905.2.5. Staples are, not permitted. 6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. See figures below fordetails. 6.25 Minimum Nailing —Starter Strip ShingieandStarter Strip Plus: ovvhan4iemsand rates W-V Eetedor Research and Design, LLG Evaluation Report 037940.02,12-118 CenVrate Of Authorhwffan/9503 6n'EDITION (2017).FBC NON-HVHZ.EVALUATION FL106744U3 Owens Coming Asphalt Roof shingles Revision 8:10/09/2017 Page 3 of 8 n.: , ._ w.<�.pmwnaxwesvaanm�uw+ae.aw�vitamswwia+a23' I _ .Y. Standard Fastening Pattern mr m e o 5 d -szcsvcniooam�.n:m Mansard or Steep Slope Fastening Pattern 6=iVail FasYer)i�.g�Pattem . , �:: , Exterior Research and l7esign,.tt[. Evaluation Report937940.02.1 GRTiGN FL70674- 2-R6 [eidJ(coteoJAutlwrhatknC95a3 6r"EOYTION'(2017)FBC PoOPFliVHZEVALR13 O�a�anaCaming Asphah Roof Shlnpjes Revision 8: 30/09/2017 Page4af8 6.18 Minimum Nailing —Devonshire"': 55/8'aWasure S¢daptlaeatlon. . faposidon de&$l8puly Ubkoft del aWW* Standard 6-Nail Fastening Pattern Ten 1':S"0, A** or Steep Slope Fastenine Pattern 6.2.9 Minimum Nailing — Durations, TruDefinitione Duration, Durations Premium Cool & TruDeHnition* Duration' Designer Color Collection; 9t7�IFast<nY.gFsuerh. " 3�faCtusbab0lAV>n MN.1}�StY lQ' . ffi rUNW� yy .. sa3rr"'p _ o Standard Fastening Pattern Fert�Nng Paft"' -... ... �svUnu9nvn�pe�pYQm Y-. 13{- •12i P i 6-Nail: Fastening Pattern rauer�tyms,yv"la°'°9°iOiV _ _ Mansard or Steep Slope Fastening. Pattern Exterior Researchand Design, U C. .Evaluation Report O37940A232-RS C"Qkaw o7Authnthethn 05503. 6'"EDm0N (2017) FBC NON-HVHZ EVALUATION FL10674-R13 Owens Corning Asphalt Roof shingles Revision 8: 10109/2017 Page 5 of 8 6 2.1 Minimum Nailing —7rWAnition Oakridgeo', Oakridge°: d NaliPaa_ma Fs4uwna con4dxos. Standard Fastening Pattern 6166 Amin Es4Uena:con6dms t:Giat 66fB".Psposuw E+paNa'bOdeSSi9p(dg• EiposlUdnds 65/6iul9. 6-Nail FasteningPattern f»6nbio tal 10.0"G4ealn Tl ztt2 n.v.»se.r L er I m Po/3:1LdtlYMrCMIMWb�eCsf Mansard or Steep Slope Fastening Pattern 6.2.1 Minimum Nailing— WeatherGuard"'HP; 1 t _ r � i BYrgls �Mo V1a�r: ftM"ftAhQd vow EKteriorResearch and:Design, LLG CenijlaoteofAUdwrlmtic n 99503 'e,EDMON(2017) FeC NON•NVRZ EVALUATION Owens Coming Asphalt Roof shingles Evaluation Report 037940.02.12-Ra FL10674-R13 .Revision 8: 10/09/2017 page 6 of a 6_3 Hio & RideeShineles: 6.3.1 Installation of Berkshire Hip and Ridge' Shingles, High Ridge 4LeatheiGuard` HP Hip and Ridge Shingles and ProEdge Hip & Ridge Shingles shall comply with the,Owens Corning current published instructions, using four (4) nails per shingle. Installation of DuraR(dge" 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 an'd installation limitations, including the use of hand -sealing for wind warranties. 6.3.2 Fasteners shall'be in accordance with the manufacturer's published requirements, ba not less than FBC 1507.2.6 or 11405.2.5._ Staples are not.permitted. 6.3.3 Minimum. Nailing- Berkshire" Hip & Ridge and High Ridge; ' 6.3.4 .Minimum Nailing,—WeatherGllard® His Hip and Ridge: fib OHip&Ridga'ShiigleFastening iOPVbx !� tbib 4j a" s g7o®w Exterior Research and Design, LLC. Evaluation Report 037940.02.12-118 Dotflfmh ofAufhorlrotton 09M 6'"EDITION (2017)FRC NON-HVHZ:EVALUATION FL10674-R33 Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017 Page 7 of 9 IiY' ERD 6.3.5 Minimum Nailing ProEdge Hip &'RIdRe Shtnales', - PragtaRing VYinr7'Dinotitut !»Mani SCip \ 8. Eipos00 �f 6.3.6 Minimum Nailing — DuraRidge"Hip&Ridge Shingles: Note: The drawings below pertain to minimum, as -tested attachment requirements. Refer to Owens Corning published installation instructions for their minimum requirements. D6m.a6,aa.ao„,t. .. - ate:• w°e � vsnoyw 7. LABELING: - 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.. 72 Asphalt:shingle wrappers shall indicate compliance with one of the required, classifications detailed' in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: _ As required by the:Building OfficigI or Authority Having Jurisdiction.iri3Order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: ' Contact the named CIA entity forinformatiorlon which plants produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC— QUA9625 ; (631) 546-24.58; Kanchi.Agrawala-Dokania@ul.com END OF EVALUATION REPORT - Exterior. Research and Design, U.C. Evaluation Report 037940.02.12.RS CerDjlmte ofAuthorlmHon 09503 a EDITION (20171 FBC NON-HVH2 EVALUATION F1.10674•R33 Owens Corning Aiphalt Roof Shingles Revision8:10/09/2017 Page 8 of 8 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 (813)480-3421 FLORIDA BUILDING CODE, 6Te EDITION Manufacturer: OWENS CORNING ROOFING AND ASPHALT LLC 1 Owens Corning Parkway Toledo, OH 43657 (800)438-7465 Mm.owenscornino com Manufacturing Location: Brentwood, NH Houston, TX Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Undedayments Code Sections: 1504.3.1, 1507.1.1 Properties: Physical properties REFERENCES Issued October 11, 2017 Ent! Report No Standard Year PRI Construction Materials Technologies (TST5878) NEI-039-02-01 ASTM D 1970 2015 PRI Construction Materials Technologies (TST5878) NEI-042-02-0iREV2 ASTM D 1970 2015 PRI Construction Materials Technologies (TST5878) NEI-045-02.01 TAS 103 1995 PRI Construction Materials Technologies (TST5878) NEI-045-02-01 ASTM G 155 2005a PRI Construction Materials Technologies (TST5878) NEI.053-02-01 TAS 103 1995 PRI Construction Materials Technologies (TST5878) NEI-053-02-01 ASTM G 155 2005a PRI Construction Materials Technologies (TST5878) NEI-093-02-02 ASTM D 1970 2015 PRI Construction Materials Technologies (TST5878),.. 1 • OCF-213-02-01 ASTM D 1623 2009 PRI Construction Materials Technologies (TST5878) OCF-237-02-01 UL 1897 2012 PRI Construction Materials Technologies (TST5878) OGF-252-02-01 ASTM D 4798 2001 PRI Construction Materials Technologies (TST5878) OCF-252-02-01 ASTM D 1970 2015 PRI Construction Materials Technologies (TST5878) OCF-253.02-02 ASTM D 1970 2015 PRI Construction Materials Technologies (TST5878) OCF-272-02-01 TAS 103 1995 PRI Construction Materials Technologies (TST5878) OCF-296.02-02 ICC-ES AC 188' 2012 PRI Construction Malerials Technologies (TST5878) OCF-297-02-01.1 ICC-ES AC 48 ASTM D 1970 2012 2015 PRI Construction Materials Technologies (TST5878) OCF-318-02-01 ASTM D 1970 2015 PRI Construction Materials Technologies (TST5878) OCF-320-02-01 TAS 103 1995 PRI Construction Materials Technologies (TST5878) OCF-320-02-01 ASTM G 155 2005a PRI Construction Materials Technologies (TST5878) OCF-321-02-01 ASTM D 1623 2009 PRI Construction Materials Technologies (TST5878) OCF-322-02-01 UL 1897 2012 PRI Construction Materials Technologies (TST5878) 'Determined OCF-355-02-01 UL 1897 2012 to be equivalent to ASTM D 22"9, Type I and II 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. CREEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION AND LIMITS OF USE OWENS CORNING ROOFING AND ASPHALT LLC WeatherLock@ Self -Sealing Ice & Water Barriers Weettfrlaek1'G WeatherLock@) G is an ASTM D 1970 self-adhesive undedayment constructed from SBS Srenfwa modified asphalt, a fiberglass mat reinforcement and surfaced with granules. The product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.7-ft. WeatherLock@) G is permitted to be used as prescribed in FBC Section 1507.1.1 for mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a maximum 30 days. WeatherLock® Mat WeatherLock® Mat is an ASTM D 1970 self-adhesive underlayment constructed from (Brentwood, NH or SBS modified asphalt with a fiberglass 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 3-ft x 66.7-ft WeatherLock® Mat is permitted to be used as prescribed in FBG Section 1507.1.1 for mechanically attached roof coverings. Exposure on the roof deck shall be limited to a maximum 30 days. WeatherLock@ Metal WeatherLock@ Metal is an ASTM D 1970 self-adhesive undedayment 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 with nominal dimensions of 3-ft x 66.7-ft. WeatherLock@) 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 90 days. WeatherLock@ WeatherLock@ Specialty Tile & Metal is an ASTM D 1970 self-adhesive underlayment Specialty Tile & Metal (Brentwood, NH or constructed from SBS modified asphalt and surfaced with a non -woven polyester fabric. The product is supplied in 2.14 sq. rolls with nominal dimensions of 3-ft x 71.3-11. Houston, TX) WeatherLock@ Specialty Tile & Metal is permitted to be used as prescribed in FBC Section 1507.1.1. WeatherLock@ Specialty Tile & Metal is permitted to be used with adhered clay or concrete tile roofing using either ICP Adhesives Polyset AH-160 (ICP Adhesives and Sealants, Inc.) or TILE BONDT"" Roof Tile Adhesive (The Dow Chemical Company). Exposure on the roof deck shall be limited to a maximum 90 days. The maximum roof slope shall be 6:12 when used with clay or concrete tile installations without battens. Tile shall be stored on battens for roof slopes greater than 6:12. Tiles shall not be stacked greater 10 tiles per stack. WeatherLock@ G (High WeatherLock@ G (High Tear) is a self -adhered, undedayment used as an alternative to Tear) ASTM D 226, Type I or Type II roofing felt and ASTM D 1970 self -adhering polymer (Houston, TX) modified bitumen underlayment. The undedayment is composed of SBS modified asphalt with a fiberglass mat internal reinforcement and is surfaced with granules. The product is supplied with a nominal thickness of 50 mils in 1.95-sq rolls with nominal dimensions of 3-ft x 65-ft. WeatherLock@ G (High Tear) 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 30 days. OCR14002.8a FL9777-Rl1 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 81 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply Warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC PRODUCT APPLICATION OWENS CORNING ROOFING AND ASPHALT LLC WeatherLock® SalfSealing Ice & Water Barriers ,.Min. Roof Slope: 2:12 in accordance with the FBC Application: All undedayments shall be installed in accordance with the FBC. 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. Prior to beginning Installation, the underfayment shall be unrolled and allowed to relax fora minimum of 3-5 minutes. The underlayment shall be installed with the release backer removed and pressed firmly into place to ensure complete contact with the deck. The underlayment shall be installed with the roll length parallel to the eave, starting at the eave, and with minimum 3" side laps and minimum 6" end laps staggered min. 6-ft.from preceding course. Additionally, if applying WeatherLock® Specialty Tile & Metal, end laps shall be primed with ASTM D 41 primer or sealed with asphalt roof cement a minimum of 3-4 Inches across the width of the lap. It is permissible to back nail the underlayment 12-inches on -center as needed (nails shall be Installed perpendicular to deck with the nail heads flush to the top surface of the underlayment). Additionally, WeatherLock® Specialty Tile & Metal shall be back nailed when installed on roof slopes greater than 3:12. Min. Application 40°F; Contact the manufacturer when installing at temperatures below the minimum Temperature: application temperature. WIND RESISTANCE The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9. Undedavment System No 1 — WeatherLock Specialty Tile & Metal Only Roof Deck: Min. 15/32-inch CDX plywood attached to wood supports spaced a maximum 24" o.c. Undedayment: WeatherLock® Specialty Tile & Metal shall be applied in accordance with manufacturers installation instructions to the fastened deck and backnailed along the selvage with minimum 12ga., 1-1/4-inch galvanized ring shank roofing nails through optionally primed, 32ga. x 1-5/8-inch 0 tin caps spaced 12" o.c. The applied undedayment shall be rolled with a minimum 75115 steel roller immediately following application. Maximum Design -142.5 psf Pressure: OCR14002.8a FL9777-Rl l Page 3 of 4 This evaluation report Is provided for State of Florida product approval under Ruia 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. A OWENS CORNING ROOFING AND ASPHALT LLC CREEKWeatherLock® Self -Sealing Ice & Water Barriers TECHNICAL SERVICES, LLC GENERAL LIMITATIONS 1) This evaluation report is not use in the HVHZ. 2) Fire Classification 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 compliant installation detail shall 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 property ventilated in accordance with the FBC requirements. 6) All side lap seams shall be installed to shed water from the deck. 7) The underayment may be used as described in other current FBC product approval documents. 8) Design wind load pressures shall be determined for components and cladding in accordance with FBC 1609. 9) The roof deck shall be designed by others in accordance with FBC requirements to resist the design wind load pressures for components and Gadding. 10) Maximum Design Pressures for a given underlayment shall meet or exceed the design wind loads determined for the roof assembly. 11) 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 6 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. % 2017.10. "° 74021 2 A' I` - 09:06:29 —04'00' 9•• STATE OF ••[U ,.Z: • . : 0 R 1 O�jN.%.` Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing Products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT rww r rnii Page 4 of 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.