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Home My WebLink AboutPA FL9777-R13rxr+rru 6CIS Home f Log In User Regisuatlon HULT61mcs Submit Surcharge ! Stats & Fads Publications �, Contact Us ! BCIS Site Map Links Search dbor y, Product Approval ^I•4 USER: Public User Prcduct Approval Menu 7 Pradiij Qr Application Search > Applj�tion List a Application Detail FL # FL9777-R13 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Owens Corning Address/Phone/Email One Owens Corning Parkway Toledo, OH 43659 (740)404-7829 greg.keeler@owenscorning.com Authorized Signature Greg Keeler g reg. kee ler@owe ns to rn i ng . eom Technical Representative Address/Phone/Email Quality Assurance Representative Add ress/Phore/Ema it Category Roofing Subcategory Underlayments 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 Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 12/31/2024 Validated By Steven M. Urich, PE ,+' Validation Checklist - Hardcopy Received Certificate of Independence FL9777 R13 9-Q-1_QCR14002.10a 2020 FBC Eual Weatherlork„N,gn-HVH7 firal.pdf Referenced Standard and Year (of Standard) Standard ASTM D 1970 ASTM D 226 ASTM G 155 Year 2015 2009 2013 https:/iwww.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVKQwtl)gtgkcMG61cW7k%2fZr7gdugvKoGLUG7APd%2fOgNMainsl5ewl3dl3d Page 1 of S TAS 103 UL 1897 FquivalenCe of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/22/2020 Date Validated 10/23/2020 Date Pending FBC Approval 10/23/2020 Date Approved 17/15/2020 Date Revised 12/17/2020 Summary of Products 2020 2012 FL A Model, Number or Name Description � 9777.1 Weatherlock G T Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL9777 R13_11 CCR14 F C Fv I SA ri Nan-HVHZ f.nal Impact Resistant: NIA 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 F_L9777 R13 A 0CR14002.10a 2020 FBC Eval Weatherlock Non-HVHZ finaf.pd Created by Independent Third Party: Yes 9777.2 Weatherlock G (High Tear) Y Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL9777_ R13 II 0CRj4QQZaka2&20 FBiLFval Weatherlock Approved for use outside HVHZ: Yes Non-HVHZ final. df Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaEuation report for limits of use. Evaluation Reports FL9777 R13_AF OCR 14002,10a 20,20 FBC Eval WcatherlOrk Non-HVHZ final. Created by Independent Third Party: Yes 9777.3 Weatherlock MAT Waterproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL9777 R13 LI-Q-QR14002.10b 2QZQffiL Eval Weatherlock HVHZ final.p Approved for use outside HVHZ: No Impact Resistant. N/A Il 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 FL9777 R13._A 0CR140 2.1 FBC Ev 11N t HVHZ final.pSif Created by Independent Third Party. Yes � 9777.4 Weatherlock MAT Waterproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL9777_,R73 lI OCR 14002.1Qa N20 FBC Eva WQdherlock Nan HVH,final.adf Approved for use outside HVHZ: Yes 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 FL9777 R13 A -OCRI4002.10a 2n2Q-FBC Ev I Weatrlor Non-HVHZ fin�],.ndf https:)/www.f]❑rid abuilding.orgjpr/pr_app_dll.aspx?param=wGEVXQwtOgtgkcMGblcW7l%2fZr7gdugvKoCLUG7APd%2fOgNMaJnsi5ew%3d%3d Page 2 at 3 £ Io £ a6ed P£%P£%MGGISLITeNINbOIZ%pdvzon-looJdnbnP6L'Z3Z%ILM3IgcJWn)161b(31-OXA3E)M=uleleddxdse'I;p. cide jdjlUJB3o'6ulplingepuo[1'nnnnmfl:stl114 ales PIED l pajD ®F�® :s;daaaq l enouddpr Pnpo,d ' as ralrr aseald ''S'd 'SSb aaadeq�) aapun aesuearl a aae n0A ar auruja;ap 01 'ailgnp ai.p o; algellene apew aq ue:) LpigM ssa,ppe liewa ue galM;uaw:peda(J asp ap!nad aseald 'ssauppe leuos,ad e Alddns oa gs!fn aou op mA;I •p co ou allgnd ale sa5sa�ppe lie-3 uanarnoH aasuaag aq; galM uo[;ealunuewao lalalaao ao1 pass aq Aew pap!Aojd slrewa ayl 'Quo aneq Aaga;l ssaappe Il eua uB q1!N+ auaw!kedao a43 aPlnyd;sniu '$'=I'SSb ua;d214�Japun pasuaap saasuaall'ZIOZ 'T aag0]a0 DA.WZLTJa'Saanae;S ePiuold '(I)SLZ'SSV uopDes 01 luensands '96ET'L8'Y'058 aDeauoa aseald 'suupsanb Aue aneq noA 31 •lieu, leuoplpeq Aq uo auagd Aq aogjo aqa 17e;uaa'peaaSUI 'ASqua slip a; llew muonaala peas 1ou op ';sanba, spuoDa,-aggnd a o; asuodsa, ul pasealau ssauppe llewa unoA;uem Wu op noA II 'sp-maa alignd afe sassa,pps llewa 'Mel 2PI1014 aapun ;uawa S un�aa :: lUDCU9424S 4111qISSUDV :: u wa e;S A a� :: ' !aol3 JO allnSZT.QZ-/DqUAOCO'uaAoldwa 0g3j tl ue sl eppold Io areas ai_L - -9S3u0Ljd 6 f E l aasse4ell 1 TeMd 0U015 Alella T W75� —x—. ,pe8 Jl ' �Tued P�!gt;uapuadapul Aq pa;eaj:D }JPd'leui;ZHAH-uoN �JOPILPIICIM IeA3 Doi OZQ eM Zo"TZ00 zlv ZILL l-I s�podab uolTenleA3 -asn p s;lualj aoj:!odaj uolTenlena 3a5 may;o sad, :A;ued palgl Tuapuadapul Aq PILa-0 s'ZtrT-/0+ :wnsswd u6lsaa TZOtf asalJd 'A tiegaez :A9 pal;IJaA Ipd-leuy HAH-uoN G/N :;ueasisam ped[ul sail :ZHAH ap!s;no asn ao; panojddV QN :ZHAH ul asn Ao; panoaddv [a y R1 ! ^ 3 tr -Il Md M-67;� suolprulsul u0pelle;Sul asTl;o s;[ush W auaua/epapun fiuyvojd-jaq;eaM; leTaYJ al] L I�Tlelaads �laograq;eaM L'LLL6 sak :kped palgl 4uapuadapuj Aq pa;ea.!j "' eu!3 AH �l�*q4aM !en �83 OZ Z T'Z trTii3❑ 3d 21 L L5iH &podwa uol;nnreA3 asn 3o sTlwll ao3 Taodw uolTenlena aas :aayTp sa,k :A4-jed pulgl Tuapuadapul Aq paleaa:) y/N :aAnssaJd u6lsap TZOVL-3d Tsalad 'tl AJegaeZ :Aq paylaaA v/N :Tue4sls;3,H p dwl J'€eulT ZHAH 4N :ZHAH ap!Slno asn jo; panoaddy sad :ZHAH u[ asn uo; panoaddy N olJq Al ! 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Tampa, FL 33647 (813) 480-3421 TECHNICAL SERVICES, LLC EVALUATION REPORT FLORIQA BUILDING CODE, 7"" EDITION (2020) Manufacturer: OWENS CORNING Issued October23, 2020 1 Owens Corning Parkway Toledo, OH 43657 (800) 438-7465 www.owanscalnin .cam Manufacturing Location: Brentwood, NH Nousfon, TX Quality Assurance: PRI Construction Materials Technologies, LLC (QUA9110)) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1504.3.1, 1507.1.1 Properties: Physical properties REFERENCES ERt-t-ty Report No. Standard Year PRI Construction Materials Technologies (TST5878) NEI-039-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST5878) NEI-042-02-01REV2 ASTM D 1970 2015a PRI Construction Materials Technologies (TST5878) NEI-045-02-01 ASTM G 155 2013 PRI Construction Materials Technologies (TST5878) NEI-053-02-01 ASTM G 155 2013 PRI Construction Materials Technologies (TST5878) NEI-093-02-02 ASTM D 1970 2015a PRI Construction Materials Technologies (TST5878) OGF-213-02-01 ASTM D 1623 2009 PRI Construction Materials Technologies (TST5978) OOF-237-02-01 11897 2012 PRI Construction Materials Technologies (TST5B78) OOF-252-02-01 ASTM D 4798 2011 PRI Construction Materials Technologies (TST5878) OCF-252-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST5878) OCF-253-02-02 ASTM D 1970 2015a PRI Construction Materials Technologies (TST5878) OCF-293-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST5878) OCF-296-02-02 ICC-ES AC 188' 2012 ICC-ES AC 48 2012 PRI Construction Materials Technologies (TST5678) OCF-297-02-01.1 ASTM D 1970 2015a PRI Construction Materials Technologies (TST5878) OCF-318-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST5878) OCF-320-02-01 ASTM G 155 2005a2013 PRI Construction Materials Technologies (TST5878) OCF-321-02-01 ASTM D 1623 2009 PRI Construction Materials Technologies (TST5878) OCF-322-02-01 11897 2012 PRI Construction Materials Technologies (TST5878) OGF-355-02-01 11897 2012 PRI Construction Materials Technologies (TST5878) 1378T0120 TAS 103 2020 PRI Construction Materials Technologies (TST5878) 1378TO121 ASTM D 1623 2019 TAS 103 2020 'Determined to be equivalent to ASTM D 226-09, Type I and II OCR14002.10a FL9777-R13 Pape 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLG 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 CREEK TECHNICAL. SERVICES, LLC PRODUCT DESCRIPTION AND LimlT5 OF USE OWENS CORNING ROOFING AND ASPHALT LLC WeatherLock® Underlayments (Non-HVHZ) WeatherLock@ G WeatherLock@ G is an ASTM D 1970 self -adhered underlayment constructed from SBS (Brentwood, NH or modified asphalt; a fiberglass mat reinforcement and surfaced with granules. The Houston, T)O 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 and Table 1507.1.1.1 for mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a maximum 30 days. WeatherLock® Mat WealherLockS Mat is an ASTM D 1970 self -adhered underlayment constructed from (Brentwood, NH or SBS modified asphalt with a fiberglass mat reinforcement. The product is supplied in Houston, TX) 1-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. WeatherLockO Mat is permitted to be used as prescribed in FBC Section 1507.1.1 and Table 1507.1.1.1 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 -adhered underlayment 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 and Table 1507.1.1.1 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, TAS 103 and FRSAITRI Specialty Tile & Metal Florida Nigh Wind Concrete and Clay Tile Installation Manula, Sixth Edition compliant (Brentwood, NH) self -adhered underlayment 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-ft. WeatherLock@ Specialty Tile & Metal is permitted to be used as prescribed in FBC Section 1507.1.1 and Table 1507.1.1.1. WeatherLaCkO Specialty Tile & Metal is permitted to be used with adhered clay or concrete tile roofing using Dupont TILE BONDTm Roof Tile Adhesive. 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 the 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. WeatherLockpG WeatherLock@ G (High Tear) is an ASTM ❑ 1970 self -adhered underlayment used as an (High Tear) alternative tD ASTM D 226, Type II roofing felt. The underlayment is composed of SBS (Houston, TX) 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. Weatherl-ockG) G (High Tear) is permitted to be used as prescribed in FBC Section 1507.1.1 and Table 1507.1.1 1 for mechanically attached roof coverings. Exposure on the roof deck shall be limited to a maximum 30 days. 0CR14002.10a FL9777-R13 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation recommended use, or other product attributes that are not o---W—El.. ka ;o .,: CREEK r TECHNICAL SERVICES, LLC PRODUCT APPLICATION OWENS CORNING ROOFING AND ASPHALT LLC Weathert.ock@ Underlayments {Non-HVHZ) Min. Roof Slope: 2:12 in accordance with the FBC Application: All undeflayments 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 underlayment shall be unrolled and allowed to relax for a 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-certer as needed (nails shall be installed perpendicular to deck with the nail heads flush to the top surface of the underlayment). Additionally, Weatherl-ockO 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. Underlayment $ystem No.1 — WeatherLock Specialty Tile & Metal Only Roof Deck: Min. 15132-inch CDX plywood attached to wood supports spaced a maximum 24' o.c. underlayment: Weatherl-ock(D 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-inch galvanized ring shank roofing nails through optionally primed, 32ga. x 1-5/8-inch 0 tin caps spaced 12" o.c. The applied underlayment shall be rolled with a minimum 751b steel roller immediately following application. ]Maximum Design -142.5 psf Pressure: OCR14002.10a FL9777-R13 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not CREEK TECHNICAL SERVICES, LLC GENERAL LIMITATIONS OWENS CORNING ROOFING AND ASPHALT LLC Weathert-ock-@ Undertayments (Non-HVHZ) 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 manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shaif prevail. 4) The roof deck shaif 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 water from the deck. 7) The underlayment 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 shaif be designed by others in accordance with FBC requirements to resist the design wind load pressures for components and cladding. 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 7ch Edition (2020) as evidenced in the referenced documents submitted by the named manufacturer. +�+►1l11tttIit,,t'r No 74021 XZ 0'. STATE OF OR I fill I''9/0*NMe 0. tttftitt11t11" CERTIFICATION OF INDEPENDENCE 2020.10.23 lbz 5- 09:42:3 7 -04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 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 OCR14002.10a FL9777-R t 3 Page 4 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 c nnniFinnll.. �.i.�.occo.l ho.el,,